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Home My WebLink AboutPW18-226 - Original - Kiewit Infrastructure West Co. - James Street Pavement Rehavilitation - 06/14/2018 ANT Records Management Document CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to the City Clerk's Office. All portions are to be completed. If you have questions, please contact the City Clerk's Office at 253-856-5725. El Blue/Motion Sheet Attached Pink Sheet Attached Vendor Name: Kiewit Infrastructure West Co. Vendor Number (JDE): Contract Number (City Clerk): _ Category: Contract Agreement Sub-Category (if applicable): Project Name: James Street Pavement Rehabilitation U 15 1119 Contract Execution Date: Date of the Mayor's signature Termination Date: 60 working days Contract Manager: Abdulnaser Almaroof Department: PW: Engineering Contract Amount: $1.,890..135.00 Approval Authority: El Director E] Mayor City Council Other Details: The' project consists of replac-in.9 the deteriorated asphalt pavement surface in E James Street between Central Ave N and Clark Jason Ave N with 8 inches of cement c6ricrete'p6'vernent. T Agenda Item: BID - 10D TO: City Council DATE: June 5, 2018 SUBJECT: James Street Pavement Rehabilitation Project - Award MOTION: Award Alternate B of the James Street Pavement Rehabilitation Project to Kiewit Infrastructure West Co., in the amount of $1,890,135.00, and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: This project will replace the deteriorated asphalt pavement surface in E James Street between Central Ave N and Clark/ Jason Ave N with 8 inches of Portland cement concrete pavement. Some of the existing pedestrian curbs will be replaced, new ADA compliant pedestrian pushbuttons will be installed at the east corners of the intersection at Central Ave N. The bid opening for the James Street Pavement Rehabilitation Project was held on May 17, 2018 with five (5) bids received, all were responsive. The lowest responsible and responsive bid was submitted by Kiewit Infrastructure West Co. in the amount of $1,890,135.00. Bid Summer; Alternate A Alternate B (Concrete and Asphalt) (Concrete only) 01. Kiewit Infrastructure West Co. $1,786,185.00 $1,890.135.00 02. Gary Merlino Construction Co. $1,874,235.00 $2,000,785.00 03. Scarsella Bros., Inc. $1,891,550.70 $1,988.191.70 04. TITAN Earthwork LLC $1,903,425.00 $2,077,525.00 05. McCann Construction Enterprises, Inc. $2,263,370.00 $2,474,720.00 Engineer's Estimate $2,022,050.00 $2,179,300.00 EXHIBITS: None RECOMMENDED BY: Public Works Director YEA: N/A NAY: N/A BUDGET IMPACTS: The project will be paid for using Business and Occupation Funds. 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Public Works Director 400 West Gowe Kent, WA 98032 Fax: 253-856-6500 WASHINOTON PHONE: 253-856-5500 CITY OF KENT ..,.A � KING COUNTY, WASHINGTON James Street Pavement Rehabilitation (Central Ave, N. to Clark Ave,. N.) Project Number: 18-3005 ADDENDUM No. 1 May 2, 2018 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: All III CHANGES AIRE REFLECTED IN RLED I BID OPENING The bid opening has been rescheduled to "i"Ihnuirsday, May 11, 2018 at 10 AM. The City Clerk's office will receive sealed bids until 5:45 AIM. II - KENT SPECIAL PROVISIONS Page 5-30 - Section 5-04.5 - Payment ADD the following to "Pianing SituminDus Paverrrent, E Inch Thick:" Should the Contractor encounter pavement which its 'thiclker than 8 inches it slhaii be paid according to the following forrin ia: (square yards) x 8 inches quuairutityr For e aunriple, if the Contractor encounters pavement which is 10 'inches thick and 1.00 square yards then the quantity would be: o0 a 100 S.Y. x 8 := 125 S,Y. No other compensation slhaii be alllowed. 3 C N Y a Mayor Dana RaIph 1 Page 8-10 - Section 8-14.5 - Payment DELIFFIE the last paragraph in this section: note that-sorrier poweit m--Fflac'�e Until coin pk'.Lisa n syh�fll4nckide all rost.�sasrsr.,kdated pole kwaflons, comptet-ion of:sidewalk- sy-stern-, Page 8-11.1 - Section 8-20.3(6) - Junction Boxes, Cable Vaults, and Pull Boxes AIDID the following section: SR.71ON 8-203(6) IS SUPP LB'MENTWD BYADDZNG THE FOLLOWING. 8-203(6) Junctlon Illfoxes, CaUle Vaults, and Pull1l boxes Slip-ireslstant surfaces (noin-skid) shallIll have a statlic coeffichant of friictl (COO) of 0,6 and WSii:)O'r inlikiiall approval such as the Melbeci. (their, ii-nost aggiress ve suirface) manufactured lby Ill(GIndliustries, SilpNOT Grade 3 - coarse manufactured by W.S,, IMollriar Co mlipainy or the 'TH605 rinanufactured by Theirwrilion, Inc. Page 8-12 - Section 8-20.3(14)C - Induction Loop Vehicle Detectors RIEWSE the last sentence in item 2 as follows: Each additional loop installed in the lane shall be on 1-2. 1.6 foot centers. AD113 the following to the end of item 4: 4. All loops shall be installed after grinding and prior to pouring the concrete. All loops shall be Preformed Loops and embedded within the concrete pavement. All Iloops s1hall1l The installed on tower c1hairs with proper height to Iposition the loops lin the approximate middle of t1he 8 indhes ti-d6k concrete paverneirit. Page 8-11.3 - Section 8-20.5 - Payment IRIEVISE the payment description for "Traffic Signal Modification" as follows: The lump sum contract price for "TrafficSinal Modffica�tjon" shall be full pay for furnishing all labor, materials, tools, supplies, avid equipment necessary to install the complete signal system as shown in the Plans and described in Section 8- 20.1 of the Kent Special Provisions, and as herein specified including but not limited to: excavation, backfilling, compaction, conduit, wiring, rernoving the existing traffic Iloops, new 6 foot diameter traffic loops (Preformed Loops), tower clhialirs for, preforivried loops, zip ties for preformed loops, remove 4 existing pedestrian pushbutton assemblies and install 4 new ADA compliant pedestrian pushbutton assemblies, mounting extension brackets for pedestrian Ipushbr.uttons assemblies, wiring between pedestrian signal heads and pedestrian pushbuttons 2 assembly assembfies, and covering abandoned holes. RepRaf.e omf.-�esisting -peclestriwi purr IDLRUXI PO'St alld pushbutten post eoncrete fotwx-la;44an� j pustibutten-post, "T"Ihisbud iteirn wffl also inclliudim,, S'saw cutting, lead-in wire, home run cable, connect new wiring to existing home run cable, sealing, -3 2 junction boxes type 2 with slip resistant surface cover, irernove and replace 3 existlirig junction box covers with 3 new slip resustariit surface coveirs aii--W adjust to grade, restoring facilities which destroyed or removed for installation, salvaging existing materials, making all required tests, and all inspections needed. All additional materials, tools, supplies, equipment and labor, not shown in the plans or called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. Deliver the removed pedestrian pushbutton to the City of Kent Signal Maintenance Facility. Page 8-20 - Section 8-30.2 - Materials AIDD the following to the beginning of this section: Slij;in shall The 4 1feet high lby 8 feet: wkle iarnunated vfinyl face aind securely tnounted on DEbond alliurninuirin panel or approved equaL Sign posts shall be 4 inch x 6 inch Fir. III - APPENUICES Appendix I - Kent Standard Plans DEILETE 67 I-iM—Rfwwfwaiy Banlfi�ides, A113D the following: 6..98M .. Induction Loollp Detafls 6991M -.. IindiucUori ILoolp InstailaUon INotes 6-100 ... InducUoin Loolp Nacernent Appendix 2 - WSDOT Standard Plans DELETE the following: r AIDD the following: INOB&Z N TR AFFIC 5,,Q NIBl lL Z50-10 01 C'oinstruict.Jon Siginling InstallaHoin K-80,,2000 Type 3 Barficade (2 shelets) Appendix 3 - Traffic Control Plans AIDD the following traffic control plans: 4d, 4F, 7 a, and 7b 3 IV - PLANS 1IIiEIPLACE sheets 4 and S with the attached. END OF ADDENDUM No. 1 Chad Bieren, P.E. Date Deputy Director/City Engineer Attachments: Kent Standard Plans (3 sheets) WSDOT Standard Plans (3 sheets) Traffic Control Plans (4 sheets) Plans (2 sheets) 4 STOP BAR CENTER OF LANE— .f 7 A a LOOP SERIES A ......... -I TWISTED PAIR WIRE TYPE NUMBER---- -�-+.-p --�� ---� / IMSA 51-3, 3 TWIST$PER FOOT TO CONTROLLER 0 TO ADDITIONAL LOOPS f WHERE APPLICABLE---- - ~ 'C *AF AS LOOP SERIES LOOP SPLICE NUMBER—...........- .,,..B o (TYPICAL) o *BF � U CONDUIT STIUI o *BS SEE STANDARD PLAN 6-99m -- ,� 0 0 JUNCTION B X w S=START F=FINISH *-LOOP NUMBER STOP BAR LOOP WINDING DETAIL TO ADDITIONAL LOOPS WHERE APPLICABLE-- JUNCTION BOX *F CENTER OF LANE - SCOTCH 06147 ELECTRICAL --- *§ MOISTURE SEALANT TAPE --2C(S) LEAD-IN S` CABLE IMSA 50-2 —r-TO CONTROLLER _. " S=START SIDE VIEW �"" END VIEW I114 TWISTED PAIR WIRE TYPE F=FINISH IMSA 51-3,3 TWISTS PER FOOT *=LOOP NUMBER / NOTE: CUT SOLDERLESS,CRIMPED, ,.,✓` DRAIN WIRE NON-INSULATED BUTT SPLICE-- SINGLE LOOP WINDING DETAIL LOOP SPLICE DETAIL NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT NOTES: AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1. SEE KENT STANDARD PLAN 6-99 FOR THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, CONDUIT STUBOUT DETAIL AND CITY OF KENT INDUCTION LOOP INSTALLATION ENGINEERING DEPARTMENT NOTES. ....EERI __.....,- _........ 2. SEE KENT STANDARD PLAN 6-100 FOR INDUCTION LOOP �NT DETAILS INDUCTION LOOP PLACEMENT DETAIL, o. tie iow coK SCALE NONc, srAN DAreo PUN aaiPRDr .... 6�98m _... ....... G:\DeslgrAT8 3D85 James St Palilg\6-96m.dwg,4/25/2018 3,34A5 PM LOOP PLACEMENT POSTED STOP BAR LEFT TURN LANE THROUGH LANE THROUGH LANE SPEED LIMIT LOOP ADVANCE LOOP MID LOOP ADVANCE LOOP (SINGLE) (SINGLE) (SINGLE) 25 MPH 4 FT, 104 F7. (NONE) 144 FT,. 30 MPH 4 FT. 104 FT, (NONE) 164 FL 35 MPH 4 F7, 104 FT. 209 FT, 274FT, 40 MPH 4 FT, 104 FT,. 239 FT, 309 FT, 45 MPH 4 F7, 104 FT, 274 FT. 354 FT, 50 MPH 4 FT, 104 FT. 304 FT. 394 FT. SD6 SOS NOTES: 223 213 Ni N2 O O O O 1. THE DISTANCES SHOWN IN THIS TABLE ARE MEASURED FROM THE NEAR EDGE OF THE STOP 222 212 BAR TO THE CENTER OF THE INDUCTION LOOP. O O 5PC 512 2. LOOP DISTANCES MAY BE ADJUSTED t2 FEET TO O AVOID METAL CASTINGS. B 221 211 511 A Q 0 3. THE DISTANCE BETWEEN "A"LOOPS AND"B' O O LOOPS SHALL BE 16 FEET CENTER-TO-CENTER. W2 0 SR WR 0 0 421 0422 0423 W10 00411 0412 O413 SD7 312 3PC O 3110 0 � 711 0 712 PC SD3 Q 812 0 8110 Q A B 0 EI 823 S 4 0 8220 821 ER NR 0 E2 a a B A_ O 0 Q-' A O O Q B 111 611 621 O 112 1PC O O 612 622 O O O O S2 Sl 1 613 623 SDI SD2 LOOP IDENTIFICATION SCHEMATIC(TYPICAL.) 5 WAs� NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT pk h AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT i THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, CITY OF KENT ��+� ENOIN[ERINO.DEPARTMENT-c5 Afi 2149] � 4�- M, A a` c1sT ` KENT INDUCTION LOOP PLACEMENT ")' ONAL t\ �111NED OW� o SCN£ NONE Sf,WDARO PIAN MPROVED a°'� 6—1 00 6" w- r CEMENT CONCRETE \\ CURB AND GUTTER TO]UNCTION BOX "- STUBOUT SHALL EXTEND A MINIMUM OF 3/4"INTO PAVEMENT. PAVEMENT DEPTH VARIES SCHEDULE 80 PVC SECURED IN ROAD SURFACE(TYP.) CONDUIT STUBOUT DETAIL INDUCTION LOOP INSTALLATION NOTES: 1. CONDUIT USED FOR STUB-OUTS SHALL BE SCHEDULE 80 PVC CONDUIT,MINIMUM SIZE 2 INCHES. 2., ALL LOOPS SHALL BE WOUND WITH THREE TURNS OF NO. 14 AWG STRANDED COPPER WIRE, CLASS B,WITH CHEMICALLY CROSS LINKED POLYETHYLENE TYPE USE INSULATION OF CODE THICKNESS. 3. BACKER ROD WILL NOT BE USED WITH CITY OF KENT LOOP INSTALLATIONS. 4, PREFORMED LOOPS SHALL BE INSTALLED PRIOR TO THE INSTALLATION OF THE NEW CONCRETE PAVEMENT. 5. ALL LOOPS SHALL HAVE IDENTIFYING LABELS ON THEIR LEADS SHOWING LOOP NUMBER AND S(START)OR F(FINISH). 6. SEE STANDARD PLAN 6-98m FOR INDUCTION LOOP DETAILS AND STANDARD PLAN 6-100 FOR INDUCTION LOOP PLACEMENT. 7, ALL LOOPS AND HOME-RUN WIRING SHALL BE PLACED A MINIMUM OF 2 FEET AWAY FROM ANY AND ALL METAL CASTINGS OR VALVE BOXES EXCEPT TERMINATING HANDHOLES OR ]UNCTION BOXES. 8. ALL LOOPS SHALL BE 6'DIAMETER. NOTE; THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE,THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST, CITY OF KENT ENGINEERING DEPARTMENT KtNT INDUCTION LOOP INSTALLATION NOTES [)NAkIN QLI._. SCALE NONE SfA1dUARU PLAN CNE6NEp _ UATE. ..-- 6 99 m G:\Destg,CIB-3005 James St Pavin9\6-9Nm.dwg,4115R0183:344,22 PM z z oz- z z t!l ........ ...... 02 S2 COP p 3w ti Sc Wo 16yCA J.,u$'4�� E ykkk4{p tt 1iih� m �(! a ago Alfa E 0 y N Lu� f(dNS^ ON oil fi m i o K , m sit t6l S S U iiw 0U Y C naOiAB van -A®WNVHO ' a W N d 1 m a p m � 8a mg r71 t 'Pttar' I'. 6 qq(( g e e a 1� u I � NIN N .o-AL O O Wo F p<y Z W w W 0 a i� rc f m I . W� N p m ww C F (IH(J IA:�V`311 :Ap ILNYIS(1 N 3AV allOIGOOM 0 I N 3AV 31VIS -TIO fill ILIA N 9AVInIN33 44 ........... N 3AV Nosvr T 7- 6 x IA N 3AV AWO N 3AV I"IN33 44 z � � e ✓i �w. i 1 a O W Y A �j Y; o z N 3Ad 11WWnS o Z Y I W O: Z O 0 S3Ad Z6 J N N 3Ad ONDAId ,r ¢db Oro N 3Ad l32dH n T_' 0S ¢+M � C9v N3Addtl ON3l Il.u.l "ra N 3AV ARSOxd wx � w f E ¢4a A� a C 114 rm mtt: N 3Ad NOSdf '^- "A9 M1 Pb � M1N'Y4 sI N3Ad xxd77 qz ilA H � u5w "¢t rsro � Pao C® x 3Atl 1W1N37 N✓k an 0 W O � goi°9 ,fr� o z m„ „r , 3 s q' .2 a m 3 n ii u N 6 Kw a' n� ami II a *i �.. zY V e� d o F... ._ y q rt n w --p 4 PROSPECTAVE N LL 3 Y p Illy 41 � Ilxa I z v u.0 00 a r o IIF► � .: I u d JASON AVE N � � � � U r,V a � a✓' w Z — QQ k $ w D Q ll 0 9 3 g I m CLARN AVENdN A i 0.E ry w : 3 CC �i II$III . 3 �gM�^ ° b ° is=w J rc 5 4 ° °n LM to zo ( gg 9 ° b � WDOlIFORO AVEN L 3OVd H� O1V awN ePAI CIA I .x nl „� TRAFFIC CONTROL PLAN yJYMOIA.N>ww%wu.w eaNa x:r'wn ws ;µl Aypdcal LOfE L.1RG CIDsuf®•BDlh OireElfOns. NENT�WA N M u wa u u N 101 0 Left lane closed ER E James St east of Central Ave N. W E wTw. e wi" o Far left turn lane on SB Central Ave N closed in advance of E It _ James St. .FJAIm TM3 NAArrNG SAY W As I I.A°Ax^" To HT o Traffic control shall remain in place for duration of work phase. 'S -- --- -----" 0 Uniformed Police Officers shall control ALL traffic movements NOT TO SCALE TAcil within intersection. (see UPO schedule notes) oaAroMEa.w;tlDx Dance 0 Crosswalk on east side of intersection closed. aPAGIMR DUN MMI G .J'I'6 °0 T 0 REASON: To provide a safe and clear work area for new �35 yrindingloverlaq work. I^ UPO$GNEGDLE {+�P uM A (2)UPO VS USED DURING HIGH TRAFFIC VOLUMES �w20-1 EGEORGE ST TIMES Advance warning signs F , I I \48H.24" spaced @(X)or as spaceiyw Ei 4 (i)UPO USED DURING allows. " LOWER TRAFFIC VOLUMES See signs pacing chart. \\ W20 Sol a TIMES "� 1 unu`y ....�.' u +„rvlrxlert aEE { p � 1M'nArt' ^t,f w20.1 H rn a y ( y 1 V I�I Y wx R SIGNAL SHALL FLASH RED ALL DbREC'roms II IyySpp UFO SHALL COUNTERMAND SIGNAL I(REOUINCS OFF-DUIY IAW@NFOtCEINEN7 OFFICER)'.. 76 GAS STATION yrlY'* •+"y n \ wzG e'x zn NOTIFY BU6PoE5SE5&RESIDENTS Ir'cwasswux �I� �!f OF WORK TIMES(DATES SENT 1e F? Fill I CL09E0 j li 13"pfd" STATION LLLR9 exc ".,NIIIiIIII IIIIII SETS �l — I W y L11 v -ag a.Rrm,, rr^ cr^" Ir..,. o IT R� Viiffl\ " `r V..CL www"W Am. ry eNw -WA 1 aC'x24 r,!- BIII111IIIIIIIII+pIIIIIIIIII 1e"N 24" 4' EJAMES ST fD%Z�X�` �I1 I-'1 2A' wry I i I RA 7 F,�2 I I t I I I fl I LEGEND WORK AREA 28' REFL.CONE I ;........__.'L SIGN LOCATION V I I PROTECTIVEANORK VEHICLE U uueo q4M EXISTING TRAFFIC FLOW W20-901 L 48 x 20 r.., +�^ TEMPORARY TRAFFIC FLOW " i f\/wonp czc z '.... ill li I I' � w2o-1 GENERAL NOTES: NI"iFl;ELV'6blYR 1. ALL SIGNS AND SPACING SMALL CONFORM TO THE MUTCO AND .nn VLyy y" CITYOF KEMTSPELS E�L1'A 1 r xo E es 2. ItlQ'f4FYAA.[.4DCltl.FIAENY LMf,Y!iEEOBCES CtF'CLG5UYtG fIMP:S """"" C. �uL 'an. AND DAMS(Ml a. OA[CRIF FBOlONOCOUN'Pr PbET1EDGIIADWORKURvNrl 2YN41CTOrf ro>oaraz lNgeevurvce a3x5wW*mR Of 4, SIGN SPACINGMAY HE REDUCED IN URBAN AREAS TO FIT ROADWAY "PRTkbdu'ln waf' Coxomoxs Ab uinaser Almaroaf 5 ALL SIGNS EVE40 LEREUNLESS OHERINTeEA WORR VEHICLE. ©M MW dN mr Aap eRglE4xnt, ANY, 7 ABBINEFSMIN DEVISES ARE S"RERECTIVESE CONESCIFIED ryC Neal MSYA C NgNHELIZATIsear DEVICES ARE 3B"REFLECTIVE CONES(re TABLE ppl N �jy;.i' "'"" """XnNSP1C' AL SANUCING MAYBE ADJUSTED C'w S, ALL 9PACIHG EANDIOTO ACCOMMODATE RTLMOE INTERSECTIONa ANDIOR DRIVEWAYS .1..11..11p YI 9 DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES 10,ALERT AFFECTED SUSINESSESIRESmENTS OF CLOSURE TIMESIDATES, 1.NAIL Chris itaffiuconlrat Ian.net N 3AV y0d¢1 GAMr ; I i� d I ; Y < IJIM I Qa .X� ........ � yy a I I z N 3AV ANYT m o w � F- ._..,... .._._ z x � I F I c '3AY 31 8 ,, � I' J � I �.• gym- F ham•. ....... � <es Yff r gf L f - x V N33N0 fill wW( � LL N 3AY IVNiN300lie yY 4Y ♦n < � of RR < __ YL Sk ✓' — w c � c O h � S�k tf. e9 0 �� 5 d Ciro w a b�oc m g G d �oW �mRc �3�LL %i a eg j w v �rt 5 % <= l Js � M N i3 k o i F V^} 1 *a y .r _ S PUBLIC WORKS DEPARTMENT Timothy]. LaPorte, P.E. Public Works Director 400 West Gowe f� 2wrr�nrD Kent, WA 98032 w 0 KEN-r Fax: 253-856-e500 wAso,a PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON James Street Pavement Rehabilitation (Central Ave.. N. to Clark Ave. N.) Project Number: 18-3005 ADDENDUM No. 2 May 8, 2018 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL Cli-IANGIIES AIIRE IREFN,,,II!!!iC;TED IN RED I — BIDDER'S DOCUMENTS The following changes are included in the attached replacement Bidder's Document, Bidders im. .5:1 use the attached Bidder's Document. SCHEDULE:: I (ALTERNATE) STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. OUANT.ITY PRICE AMOUNT 1000 1.-09.7 1 Mobilization WSDOT LUMP SUM Per I_S 1.01.0 2-02.5 150 Remove Existing Asphalt $ $ KSP SQ YDS Concrete Pavement Per SY 0 1020 2-02.5 160 Remove Cement Concrete $ $ a KSP SQ YDS Sidewalk/Driveway Per SY 3 C v Y qp Mayor Dana Ralphre ,r. SCHEDULE I (ALTERNATE) - STREET ITEM SECTION APIPROX ITEM UNIT TOTAL O O 1025 2-02.5 ZSO kern0v(� C201entConcrete $ $ KSP LN FT Curb and Gutter PerLF 1058 2-02�5 1,800 Saw Cut Existing Asphalt $ � KSP LQ FT Concrete Pavement PerLF l055 2-03�5 100 Saw Cut Existing Cement $ � KSP LN FT Concrete Sidewalk/Gutter Per F 1000 3-815 50 Roadway Excavation Ind, $ � VVSDOT CU YIDS Haul Per [Y 1065 2-015 30 UnSVitBb�eF0u0d3ti0n $ $ VVSO[)T CU YDS Excavation lnCl, Haul P8rCY 1075 4-015 25 Gravel Borrow, Including $ $ KSP TONS Haul and Compaction P8rTON 1080 4-04�5 575 CruShed Surfacing Top $ $ K5P TONS Course, 5/8 Inch Minus PerT(]N 1180 5-04.5 400 HMAC|asS 1/2"/ PG 58V-27 $ $ K5P TONS Per TON 1110 5-04�5 I,880 Planing Bituminous Pavement $ $ KSP SnYDS 3,5 Inch Thick Pe| SY 2 ! � � SCHEDULE ITEM SECTION APPROX. ITEM UINIT TOTAIL | NO N�� QUANTITY P9110E AMOUNT { � � � 1115 5-04.5 6/108 Planing Bituminous Pavement $ $ { KSP 5OTDS B Inch Thick PerSY � � � Remove ExisUngManhole Frarne l �1ZO 7'0� 5 D � & andCnverandlnota|| New ` ` KSP EACH Circular Frame (Ring) and Cover Per EA with Reinforced Cement Concrete Collar 1130 5-05.5 1/400 Cement Concrete Pavement - $ $ KSP CU YD3 Including [)Ovve|S PnrCY 1140 8-06�5 10 Cement Concrete Driveway, $ $ KSP SOYD5 R Inch Depth/ Reinforced PerSY 1145 8-14.5 80 Cement Concrete Sidewalk $ $ KSP SOYD5 PerSY 1170 8-14.5 4 Cement Concrete Sidewalk $ $ KSP EACH Ramp Type Parallel Per EA 1188 8-14�5 l Cement Concrete Sidewalk $ $ KSP EACH Ramp Type Combination Per EA 1205 8-04,5 250 Cement Concrete Curb and $ $ KSP LN FT Gutter PerLF 1211 8-84,5 125 Pedestrian Curb $ $ KSP LN FT PerLF 3 SCHEDULEI (ALTERNATE) -- STREET ITEM SECTION APPROX. ITEM UNIT 'TOTAL NO NOAMOUNT 1.2I0 7-05.5 4 Adjust Existing Catch Basin $ $ KSP EACH Frame arid Grate to Finished Per EA Grade 1221 7-05.5 6 Replace Existing Catch Basin & $ KSP EACH Frame and Grate and Adjust Per EA t8FiniShmdGrade 12I5 7'05.5 10 Adjust Existing Monho|eFrame $ $ KSP EACH and Cover tn Finished Grade with Per EA Reinforced CenoentConcreie Collar l227 7'85.5 6 Ad]UStExiating Manhole $ KSP EACH Frame and Cover toFinished Per EA Grade 1230 7-12.5 21 Replace Existing Valve Box $ & KSP EACH Top Section and Lid and Per EA Adjust to Finished Grade 1235 7-15.5 1 Meter Box for UPt0 1 Inch $ $ KSP EACH Diameter Service Per EA 1240 8-20,5 1 Adjust Existing Junction 8Ou $ $ KSP EACH to Finished Grade Per EA 1.250 8-13.5 3 Install New Monument, Case $ $ KSP EACH and Cover to Finished Grade Per EA 1,320 8'30.5 1 Project Sign $ $ KSP EACH Per EA 4 SCHEDULE I (ALTERNATE) - STREET ITEM SECTXON ZIPIPROX� FFEIM U M1 11 TorAll.. NO. ly 0.. 2 U A N i I H Y PRICE AMOUNT 1330 8-02.5 E. Landscape Restoration $5,000-00* $5,000.00 KS P FORCE Per, FA ACCOUNT *Cornnion price to all bidders 1.340 5-04.5 E. Asphalt Cost Price Adjustment $10X0.00* $1.0,000.00 KSP CALL Per CALC *Common :')Hce to all bidders 1355 1.04.4(1) 1 Minor Changes $50,000,00- $50,130(7.00 WSDOT CALC Per CALC *C.ornmon price to all bidders Schedule I (Alternate) Total `, REVISE the BID SUMMARY as follows: BID SUMMARY OPTION 1.:� Schedule I Street Schedule V Traffic Control Schedule VI Electrical Schedule V11 Temporary Erosion & Sedimentation control TOTAL BID AMOUNT oprION :I Schedule I. (Alternate) Street Schedule V ..,..,.,,,.,..7TP.uiiir.d:arureoll�Cr .,.,...........,.....,,......,,,,,...,........ aHll Schedule VI Schedule VI.I, „,,.,8'ewm r�renu'a r}t hWraa�.ian rn &Sr,^rttuunie�ovikaRiaan-4':ovrnrmw— TOTAL BID AMOUNT aD4"tl'lON 2 ltll"VISIE the bid solicitation date in the Bidder Responsibility Criteria - Certification of Compliance with Wage Payment Statues as follows: The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (May 8 24118 May 17, 2,018), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. II - KENT SPECIAL PROVISIONS Page 1-3 - Section 1-02.6 - Preparation of Proposal ADD the following to this section: S'EC"TI'I: N I.-02.S .f' SUPPLE'M,ENTL--'O E9Y dll"C ZNG I'FPE FOLLOW .T.NG., Alternative Bids In thlis project, the Ibliddelr shall) snlbnnit a IWd oin two aallaboins for Schedule '.I' (;SCIIED1.111E I', and SCHIlEIll: U I..IE I. (All.:'I'Ei RNA" 'Ili:)) in the Ibid plrolposall. For SCl'IEOI.ILE I, refer to the desiglrn plan sheets (4, 5, 6, "I, B, and 9) for denuolltaonn/eiroslon contlrol, 'tylW iicall sections, pllairn and proff lie, and roadway secti`ons and loolp detector schedulle,, IFor SOHIEDUll IE I (Al.:'TE1t.4A7'11w), refer to the deslgrn plan sheets (4A, SA, 6A., '7A, BA, and 9A) for dennollitlion/erosion controll, tylplcall sections, plan and plroffule, and roadway sect'iiauns and lamp detector sclheduuie,. Plan slheets I., 2:, 3, 10, I.A., I.2, :1.3, ICI, and IS are cominolrn for both options above, Bid Proposal The bld proposal its compa)sed of the follow ng parts: Schedii.ule I, Schediule 'I (Alteirrnate), Schedule V, sched ulle V'I', and Schedule VII. 6 Scheduge I and Schedt,fle I (Aliternate) in the Kid proposM contain the foHowifing bid iterns that change as to quanUty, diFnenMoin, or construction Fnethodu 1.050 - Saw 0A IlExisfing Asiihaft Concrete Pavennent 1.080 - Crus1hed SurfarAiny "'fop Couirse, 5/8 Inch Minus 1.1.00 1-9M1V Class 1/2", IPG SBV-22 1.110 PlIanhig Bftuuninous Ravernent 3,5 irm1h ThIlclk LIAS Marfing Bitunnilnous IPaverneult 8 Inclih 711lick �1.130 Cernent Coracrete Pavement - IrwcWding Dowels Schedule V, schedWe VII, and Schedule VEK iIn the bild proposal) do not change as to quantity, clirneinsiioin, or tylpe of construction. Bidding Procedures 1111he bliddeir shalli sulbirnit a 1prlice on each and every iterri of work included in the Wd proposal (Schedule I, I (Alteirrmte), V, VII, and VII),. The totall bid annount will be callcullated in two opbons; ojWoinI includes (Schedulle 1, V, VI, and VII), and option 2 includes (ScIlhe&fle I (Aliternate), V, VI, aind VII), "ll"he successful bidder wiIIII The determ4ied by the (lowest total bid amiouint for the option that t1he city chooses. Award wHII be based oin the lowest total) livid arnouint subject to the iregWirernents of Sectiioin 1 03. Page 1-21 - Section 1-07.23(1) - Construction Under Traffic AIDID item 5 to this section: 5,. Access shall be rinaiiintailned to the north Ipairising IloN of WIll Creelk IMiiddlle School. Page 5-34 - Section 5-05.5 - Payment REVISE this section as follows: The unit contract price per cubic yard for "Cement Concrete Pavement - Including Dowels" shall be complete compensation for all materials, labor, tools, supplies and equipment necessary for furnishing, installing and finishing the concrete pavement, rebar, bond break material, saw cutting all cement concrete pavement joints as required, as specified herein and as directed by the Engineer. This bid item also includes furnishing and installing (epoxy coated) dowel bars and any cost for drilling holes, placing dowel bars with baskets; fuiwsh4iiq eempe-und and all other costs associated with completing the installation of the f,e5i.4.aet dowel bars. This bid item also includes furnishing and installing rebar and tie- bars and any cost for drilling holes and all other costs associated with completing the installation of the rebar and tie bars. This bid item also includes removing material used to for temporary driveway access, transitions, and end of daily work transitions, accelerating curing and alternate mix design. Design of the placing and jointing plans shall be considered incidental to this bid item. 7 S Appendix 4 - Prevailing Wages RIEPLACIE the Prevailing Wages with the attached. IV - PLANS ADD plan sheets 4A, rA, 6A, 7A„ $A, and 9A. tND OF ADDENDUM No. 2 �.............._._............ M Chad Bieren, P.E. Date Deputy Dlrector/City Engineer Attachments: Bidder's Document Prevailing Wages Rates and Benefit Codes Plans BIDDER'S NAME CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR .dames Street. Pavement Rehabilitation 'entral Ave. N . to Clark Ave, N . Project Number: 18 3005 BIDS ACCEPTED UNTIL BID OPENING May 8, 2018 May 8, 2018 1:45 P.M. 2:00 P.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR ETT W A 5 H I N G 7 0 N ORDER OF CONTENTS FOR BID PACKAGE Invitation to Bid Contractor Compliance Statement Declaration - City of Kent Equal Employment Opportunity Policy Administrative Policy 1.2 - Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement (to be completed AFTER COMPLETION) Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Certification of Compliance with Wage Payment Statutes Proposal Signature Page Bid Bond Form Combined Declaration Form: Non-Collusion, Minimum Wage Change Order Bidder's Checklist IINVITATIOIN TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through May 8, 2018 up to 1:45 p.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 2:00 p.m. for the City of Kent project named as follows: James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.) Project Number: 18-3005 The project consists of 3.5" asphalt cold planing of approximately 3,600 square yards, 8" asphalt cold planing of approximately 4300 square yards, constructing approximately 1000 cubic yards of cement concrete pavement including dowels, approximately 800 ton of asphalt overlay, curb ramps, traffic loops, pavement markings, and other work, all in accordance with the Contract Plans, Kent Special Provisions, and WSDOT Standard Specifications. The Engineer's estimated range for this project is approximately $1,800,000-2,200,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Abdulnaser Almaroof at 253- 856-5535. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Paper copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50 for each set. Plans and specifications can also be downloaded at no charge at K,entWA.aov/doina-business/bids-orocurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 181h day of April, 2018. BY: L Kimberley A, Romoto, City Clerk Published in Daily Journal of Commerce on April 24 and May 1, 2018. p CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date This statement relates to a proposed contract with the City of Kent named James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.) Project Number: 18-3005 I am the undersigned bidder or prospective contractor, I represent that - 1. I have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. NAME OF BIDDER BY. SIGNATURE/TITLE ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) James St Pavement Rehabilitation/Alma roof 1 May 8, 2018 Project Number, 18-3005 REVISED PER ADDENDUM 2 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract, I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract, the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. By: For: Title: Date: James St Pavement Rehabilitation/Alma roof 2 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 1 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. James St Pavement Rehabilitation/Alma roof 3 May 8, 2018 Project Number 18-3005 REVISED PER ADDENDUM 2 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of ... Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.)/Project Number: 18-3005 that was entered into on the (Date) between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: For: Title: Date: James St Pavement Rehabilitation/Alma roof 4 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 I PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that , has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.)/Project Number: 18-3005 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. OUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. lames St Pavement Rehabilitation/Almaroof 5 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ $ WSDOT LUMP SUM Per LS 1010 2-02.5 150 Remove Existing Asphalt $ $ KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 160 Remove Cement Concrete $ $ KSP SO YDS Sidewalk/Driveway Per SY 1025 2-02.5 250 Remove Cement Concrete $ $ KSP LN FT Curb and Gutter Per LF 1050 2-02.5 2,700 Saw Cut Existing Asphalt $ $ KSP LN FT Concrete Pavement Per LF 1055 2-02.5 100 Saw Cut Existing Cement $ $ KSP LN FT Concrete Sidewalk/Gutter Per LF 1060 2-03.5 50 Roadway Excavation Incl. $ $ WSDOT CU YDS Haul Per CY 1065 2-03.5 30 Unsuitable Foundation $ $ WSDOT CU YDS Excavation Incl. Haul Per CY 1075 4-03.5 25 Gravel Borrow, Including $ $ KSP TONS Haul and Compaction Per TON ($2.50 Min) 1080 4-04.5 425 Crushed Surfacing Top $ $ KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) James St Pavement Rehabilitation/Almaroof 6 May 8, 2018 � Project Number 18-3005 REVISED PER ADDENDUM 2 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1100 5-04.5 800 HMA Class 1/2", PG 58V-22 $ $ KSP TONS Per TON 1110 5-04.5 3,600 Planing Bituminous Pavement $ $ KSP SQ YDS 3.5 inch Thick Per SY 1115 5-04.5 4,300 Planing Bituminous Pavement $ $ KSP SQ YDS 8 Inch Thick Per SY .......................... _..- Remove Existing Manhole Frame 1120 7-05.5 9 and Cover and Install New $ $ KSP EACH Circular Frame (Ring) and Cover Per EA with Reinforced Cement Concrete Collar 1130 5-05.5 1,000 Cement Concrete Pavement - $ $ KSP CU YDS Including Dowels Per CY 1140 8-06.5 10 Cement Concrete Driveway, $ $ KSP SQ YDS 8 Inch Depth, Reinforced Per SY 1145 8-14.5 80 Cement Concrete Sidewalk $ $ KSP SQ YDS Per SY 1170 8-14.5 4 Cement Concrete Sidewalk $ $ KSP EACH Ramp Type Parallel A Per EA 1180 8-14.5 1 Cement Concrete Sidewalk $ $ KSP EACH Ramp Type Combination Per EA 1205 8-04.5 250 Cement Concrete Curb and $ $ KSP LN FT Gutter Per LF lames St Pavement Rehabilitation/Almaroof 7 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1211 8-04.5 125 Pedestrian Curb $ $ KSP LN FT Per LF 1220 7-05.5 4 Adjust Existing Catch Basin $ $ KSP EACH Frame and Grate to Finished Per EA Grade 1221 7-05.5 6 Replace Existing Catch Basin $ $ KSP EACH Frame and Grate and Adjust Per EA to Finished Grade 1225 7-05.5 10 Adjust Existing Manhole Frame $ $ KSP EACH and Cover to Finished Grade with Per EA Reinforced Cement Concrete Collar 1227 7-05.5 6 Adjust Existing Manhole $ $ KSP EACH Frame and Cover to Finished Per EA Grade 1230 7-12.5 21 Replace Existing Valve Box $ $ KSP EACH Top Section and Lid and Per EA Adjust to Finished Grade 1235 7-15.5 1 Meter Box for Up to 1 Inch $ $ KSP EACH Diameter Service Per EA 1240 8-20.5 1 Adjust Existing Junction Box $ $ KSP EACH to Finished Grade Per EA 1250 8-13.5 3 Install New Monument, Case $ $ KSP EACH and Cover to Finished Grade Per EA 1320 8-30.5 1 Project Sign $ $ KSP EACH Per EA James St Pavement Rehabilitation/Alma roof 8 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1330 8-02.5 1 Landscape Restoration $5,000.00* $5,000.00 KSP FORCE Per FA ACCOUNT *Common Drice to all bidders 1340 5-04.5 1 Asphalt Cost Price Adjustment $10,000,00* $10,000.00 KSP CALC Per CALC *Common orice to all bidders 1355 1-04.4(1) 1 Minor Changes $50,000.00* $50,000.00 WSDOT CALC Per CALC *Common price to all bidders Schedule I Total $ James St Pavement Rehabilitation/Alma roof 9 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE I (ALTERNATE) - STREET 11'EM SIECTION APPROX. ITEM UNIT TOTAL INO NO.. QUANTITY PRKIE AMOUNT 1800 1-09J 1 Mobilization t $ VVSOOT LUMP SUM PerL5 I010 2-82�5 150 Remove Existing Asphalt $ $ KSP S{] YDS C0nCneh8 Pavement Per5Y I020 7-02�5 160 Remove C8n1*AtCOncre[e $ � KSP GUYDS Sidewalk/Driveway PerS`/ 1025 7-07�5 250 Remove Cement Concrete KS LN FT Curb and Gutter Per F 1050 7-02.5 1/808 Saw Cut Existing Asphalt $ $ KSP LN FT Concrete Pavement PerLF 1055 2-02,5 108 Saw CIA Existing Cement $ $ KSP LN FT Concrete Sidewalk/Gutter Per LF 1060 2-03�5 50 Roadway Excavation ln{|. & � VVSD()T CUYD5 Haul PerCY 1065 I-83.5 30 Unsuitable Foundation $ � VVSD(]T CUfDS Excavation Incl. Haul p8r [Y 1075 4-03.5 25 Gravel Borrow, Including $ � KSP TONS Haul and Compaction Per TON 1080 4-04.6 575 Crushed Surfacing Top $ $ KSP TONS COUrG8/ 5/8 Inch Minus Per TON James st Pavement 000ah|iwuon/mma/ooi 10 May o. zozo Project Number: zo-3oos REVISED PER ADDENDUM 2 . ` � SCHEDULE (ALTERNATE) — STREET � ITEM SEC"^","~ ., . ."=°`. ITEM U.`^" "Oor^L � NO NO ' / 1100 5-04�5 400 HMAC|aSS 1/2" P(� 58V'Z2 $ � KSP TONS ' ' Per TON ` 111.0 5'04�6 1/800 Planing RbunAinOuSPavement $ $ KSP SOYDS 3.5 inch Thick PerSf 1115 5-04.5 6,180 Planing Bituminous Pavement $ $ KSP SOYDS 8 Inch Thick P8rSY Remove Existing Manhole Frame 1120 7'05.5 A and Cover and Install New A KSP EACH Circular Fraroe (R|ng) and Cover Per EA with Reinforced Cement Concrete Collar 1130 5-05.5 1/400 Cement Concrete Pavement - $ � KSP CUYD5 Including Dowels PerCY 1140 8-06.5 10 Cement Concrete Driveway, b $ KSP SOYDS 8 Inch Depth, Reinforced PerSY 1145 8'14.5 88 Cement Concrete Sidewalk $ $ KSP SOYDG PerSY 1170 8'14.5 4 Cement, Concrete Sidewalk $ $ KSP EACH KB[ODType Parallel & Pei- EA 1180 8-14�5 1 Cement Concrete Sidewalk & $ KSP EACH Ramp Type Combination Per EA 1.205 8^04,5 250 Cement Concrete Curb and $ $ KSP LN FT Glitter PerLF James [t Pavement nexabilitotion/x|m^rvo/ 11 May o, zozo Project Number: /o3uns REVISED PER ADDENDUM 2 SCHEDULE (ALTERNATE) STREE-r ITEM SECTION APPROX. ITIEM UNIT TOTAL NO NO. 2UANTITY PRICE AMOUNT 1211 8-04�5 125 Pedestrian Curb $ $ KSP LN FT P8rLF 1320 7'05,5 4 Adjust Existing Catch Basin $ $ KSP EACH FrmrU8and Grate to Finished Per EA Grade 1221 7'85.5 G Replace Existing Catch Basin $ � KSP EACH Fr3O0ea0d Grate and Adjust Per EA [u Finished Grade 1225 7-05,5 18 Adjust Existing Manhole Frao.e � � and Cover to Finished Grade vv|th ` ` KSP EACH Per EA Reinforced CprnentConcrete Collar 1227 7'05.5 6 Adjust Existing Manhole $ $ KSP EACH Frame and Cover to Finished Per EA Grade 1230 7-12.5 21 Replace Existing Valve Box $ $ KSP EACH Top Section and LidJnd Per EA Adjust t& Finished Grade 1235 7-15�5 1 Meter Box for U0t0 1 l0Lh $ $ KSP EACH Diameter Service Per EA 1240 8'28,5 1 Adjust Existing Junction BOX $ $ KSP EACH to Finished Grade Per EA 1250 8-13,5 ] Install New M0MurMe8t/ Case $ � KSP EACH and Cover to Finished Grade Per EA 1320 0-30.5 1 Project Sign $ $ KSP EACH Per E/\ James 5t Pavement nehah||moon/x|maroof 12 May 8, zOz8 Project Number: zo-3oos REVISED PER ADDENDUM z � | , � SCHEDULE ITEM SECTION APPROX., ITIEM UNIT TOTAL NO NO., QUANTITY PRICE AMOUNT � 1]]0 B-02.5 1 Landscape Restoration $5,000Mp 85/080,00 KSP FORCE Per FA � ACCOUNT *Corn/non price to allbidd 1340 5-04,5 1 A5pha|t Cost Price Adjustment $10'000 00* $10/000M KSP CALC Per CAL[ *Cnnnnnun price to allbidd 1355 1-04�4(1) 1 Minor Changes $50'000U0* b50,000M VVSDOT CALC P9rCAL[ *Curnrnon price to all bidders Schedule (Alternate) Total $ jamesyt Pavement Rehabilitation/Alma roof l] May 8. zo,o Project Number: z8'3005 REVISED PER ADDENDUM z SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 3,650 Traffic Control Labor $ $ KSP HOURS Per HR 5010 1-10.5 1,400 Construction Signs Class A $ $ WSDOT SQ FT Per SF 5015 1-10.5 370 Traffic Control Supervisor $ $ KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $ $ KSP LUMP SUM Devices Per LS 5030 1-10.5 160 Portable Changeable Message $ $ KSP DAYS Sign (PCMS) Per DAY 5035 1-10.5 130 Sequential Arrow Sign (SAS) $ $ KSP DAYS Per DAY 5040 1-10.5 2,880 Uniformed Off-Duty Police $ $ KSP HOURS Officer Per HR ($80.00 Min.) 5120 8-22.5 960 Plastic Crosswalk Line $ $ WSDOT SQ FT Per SF 5125 8-22.5 3 Plastic Traffic Arrow $ $ WSDOT EACH Per EA 5135 8-21.5 1 Permanent Signing $ $ KSP LUMP SUM Per LS James St Pavement Rehabilitation/Almaroof 14 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5150 8-09.5 3 Raised Pavement Marker $ $ WSDOT HUNDRED Type 2 Per HUNDRED 5170 8-22.5 170 Plastic Stop Line $ $ KSP LN FT (24 Inch Wide) Per LF 5175 8-22.5 1,300 Profiled Plastic Double Yellow $ $ KSP LN FT Center Line Per LF 5180 8-22.5 2,300 Profiled Plastic Skip Lane Line $ $ KSP LN FT Per LF 5185 8-22.5 300 Profiled Plastic Wide Lane Line $ $ KSP LN FT Per LF Schedule V Total $ James St Pavement Rehab[I itation/Al ma roof 15 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6000 8-20.5 1 Traffic Signal Modification $ $ KSP LUMP SUM Per LS 6010 8-20.5 1 Video Detection System, $ $ KSP EACH Complete, Including Per EA Installation Schedule VI Total James St Pavement Rehabilitation/Alma roof 16 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7005 8-01.5 80 Filter Fabric Fence $ $ KSP LN FT Per LF 7015 8-01.5 15 Inlet Protection $ $ KSP EACH Per EA 7030 8-01.5 130 ESC Lead $ $ KSP HOURS Per HR 7040 1-07.15(1) 1 SPCC Plan $ $ WSDOT LUMP SUM Per LS 7050 8-01.5 250 Street Cleaning $ $ WSDOT HOURS Per HR 7055 8-01.5 1 Erosion/Water Pollution $10,000.00* $10,000.00 WSDOT FORCE Control Per FA ACCOUNT *Common Price to all bidders Schedule VII Total $ ]ames St Pavement Rehabilitation/Almaroof 17 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 BID SUMMARY airrrwN 1- Schedule I Street Schedule V Traffic Control Schedule VI Electrical Schedule VII Temporary Erosion & Sedimentation Control TOTAL BID AMOUNT op"II`A,oliq 1. OPTION 21,9 cheduWe 'I (Afterna tee . ...... Schedule ScW' edWe V111 w._...��....�m., .....��n lectukaa n .w...... .. .e.. SclPnedulle V11 lF"i'i m.....a ................. .....w._......_...... ...Cramr¢rrz9 Ilf'O"W"AN... IDID AMOUNT 01PT70114 2 James St Pavement Rehabilitation/Alma roof 18 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: James Street Pavement Rehabilitation n I Av Clark Ave. N.) Project Number: 18-3005_------ --------------- Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE James St Pavement Rehabilitation/Al ma roof 19 May 8, 2018 Project Number. 18-3005 REVISED PER ADDENDUM 2 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: Project Name: James,Street, Pavement Rehabilitatign en r I Ave. N. to Clark Ave. N.) Project Number: i R-inns Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: Plumbing Subcontractor Name: Electrical Subcontractor Name: .......................... Signature of Bidder Date James St Pavement Rehabilitation/Alma roof 20 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTORS RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. James St Pavement Rehabilitation/Almaroof 21 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: NAME: ADDRESS: PRINCIPAL OFFICE: ADDRESS: PHONE: FAX: STATUTORY REQUIREMENTS — Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 1.,3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. James St Pavement Rehabilitation/Almaroof 22 May 8, 2D18 Project Number: 18-3005 REVISED PER ADDENDUM 2 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. SUPPLEMENTAL CRITERIA — Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 2.2 How many years has your organization been in business under its present business name? 2.2.1 Under what other or former names has your organization operated? 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 2.3.2 State of incorporation: 2.3.3 President's name: 2.3.4 Vice-president's name(s): 2.3.5 Secretary's name: 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following;, 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: James St Pavement Rehabilitation/Almaroof 23 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. 3.2 List jurisdictions in which your organization's partnership or trade name is filed. 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 4.4.1 State total worth of work in progress and under contract: 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. 5. REFERENCES 5.1 Trade References: James St Pavement Rehabilitation/Alma roof 24 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 5.2 Bank References: 5.3 Surety: 5.3.1 Name of bonding company: 5.3.2 Name and address of agent: 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this _, day of 2018. James St Pavement Reba bilitation/Alma roof 25 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 Name of Organization: By: Title: 7.2 being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this day of 2018. Notary Public: My Commission Expires: James St Pavement Rehabilitation/Alma roof 26 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (play- 2f May 17, 2018), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. _._..... _...... Bidder's Business Name Signature of Authorized Official*___. _._..... ......��,,, ....._......m................_. Printed Name .....— ......... .... Title Date a—te........... — --City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. James St Pavement Rehabilitation/Al ma roof 27 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within sixty (60) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: NAME OF BIDDER Signature of Authorized Representative (Print Name and Title) Address James St Pavement Rehabilitation/Alma roof 28 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, _ as Principal, and as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.)/Project Number: 18-3005 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified In the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF 2018, PRINCIPAL SURETY 20 Received return of deposit in the sum of $ James St Pavement Rehabilitation/Al ma roof 29 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1, That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.) Project Number: 18-3005 ............_.......... . NAME OF PROJECT NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER James St Pavement Rehabilitation/Almaroof 30 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 This chancie order form is for gxaMgle purgoses only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for an��m change orders, CHANGE ORDER NO. [Enter # 1r 2, 3, etc.] NAME OF CONTRACTOR: [Insert Company Nam ("Contractor") CONTRACT NAME & PROJECT NUMBER:IInsert Name of Original Contract & Project # i�_appli lej cab ORIGINAL CONTRACT DATE: [Insert [Date Original Contract.was Signed This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) ...... ....... Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order w Revised Contract Sum $ James St Pavement Rehabilitation/Alma roof 31 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 Orlglnal Time for Completion (insert date) ............. ___-__. _. ...... ..... ..................................---.... Revised Time for Completion under prior Change Orders (insert date) Days Required (f) for this Change working days Order ...... --- -...______.. -------.-----,..._ .. _........ . ............ ................... .......... .............. Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothv J. LaPorte. P.E. Its Its Public Works Director (title) (title) DATE: DATE: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department ]ames St Pavement Rehabilitation/Alma roof 32 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................❑ Orderof Contents.................................................................................❑ Invitation to Bid...................................................................................❑ Contractor Compliance Statement........................................................❑ Date ............................................................................................❑ Have/have not participated acknowledgment.............................❑ Signature and address .................................................................❑ Declaration - City of Kent Equal Employment Opportunity Policy ........❑ Date and signature .....................................................................❑ Administrative Policy ...........................................................................❑ Proposal...............................................................................................❑ First line of proposal - filled in ...................................................❑ Unit prices are correct ................................................................❑ Minimum bid prices are correct...................................................❑ Subcontractor List (contracts over $100K) ..........................................❑ Subcontractors listed properly....................................................❑ Signature ....................................................................................❑ Subcontractor List (contracts over $1 million).....................................❑ Subcontractors listed properly....................................................,❑ Date and signature .....................................................................❑ Contractor's Qualification Statement ..................................................„❑ Complete and notarized ..............................................................❑ Certification of Compliance with Wage Payment Statutes....................❑ Proposal Signature Page......................................................................❑ All Addenda acknowledged .........................................................❑ Date, signature and address .......................................................❑ BidBond Form ...... ..»........,-- ...........--.............--..... ....... Signature, sealed and dated »..........................».»»»....... ».»....»......❑ Power of Attorney.......................................................................❑ (Amount of bid bond shall equal 50/o of the total bid amount) Combined Declaration Form .................................................................❑ Signature ....................................................................................❑ ChangeOrder Form..............................................................................❑ Bidder's Checklist ................................................................................❑ The following forms are to be executed after the Contract is awarded: A) CO_NTRAC'T` This agreement is to be executed by the successful bidder, B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITI'_ T E ,IAL ER)1.jPLC7YI±�wENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. James St Pavement Rehabilitation/Alma roof 33 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 Page 1 of 18 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. _ .............. .. _ Journey Level Prevailing Wage Rates for the Effective Date: 05/17/2018 Countv Trade Job Classification Wage Holiday Overtime Note King Asbestos Abatement Workers Journey Levet $46.57 5D 1H --- - ._._..._._._.__........ _.._, King Boilermakers Journey Level $66.54 5N 1C King Brick Mason Journey Level $55.82 5A 1M King Brick Mason Pointer-Caulker-Cleaner $55.82 5A 1M ..._.__ ...- King BuildiUg_Service Employees Janitor $23.73 5S 2F King Bu18drng Service Employees Traveling Waxer/Shampooer $24.18 5S 2F King Buildrn—Service Employees Window Cleaner (Non- $27.23 5S 2F Scaffold) King BU1td1nQ Service Employees Window Cleaner (Scaffold) $28.13 5S 2F — King Cabinet Makers fln Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $57.18 5D 4C King C_arTlenters, Bridge, Dock And Wharf $57.18 5D 4C Carpenters King Camenters Carpenter $57.18 SD 4C King Car ente"5 Carpenters on Stationary Tools $57.31 5D 4C King Carpenters Creosoted Material $57.28 5D 4C King Carpenters Floor Finisher $57.18 5D 4C King Carpenters Floor Layer $57.18 5D 4C ...........-. — _-- King Carpenters Scaffold Erector $57.18 5D 4C King Cement Masons Journey Level _ $57.21 7A 1M King Divers Et Tenders Bell/Vehicle or Submersible $110.54 5D 4C Operator (Not Under Pressure) -.-_... .._ _— Ki ng Divers & Tenders Dive Supervisor/Master $72.$72.97 5D 4C King Divers Et Tenders Diver $110.54 5D 4C 8V -— — King Divers Et Tenders Diver On Standby $67.97 5D 4C — _.. .. ........ — — King Divers Et Tenders Diver Tender $61.651 SD 4C King Divers Et Tenders Manifold Operator $61.65 5D 4C King Divers Et Tenders Manifold Operator Mixed Gas $66.65 5D 4C King Divers Et Tenders Remote Operated Vehicle $61.65 SD 4C — Operator/Technician _ King Divers &Tend€ers� $57.43 SAw 4C https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 5/7/2018 Page 2 of 18 Remote Operated Vehicle Tender King Dredge Workers Assistant Engineer $56.44 5D 3F King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F King Dredge Workers Boatmen $56.44 5D 3F _---.........m......... dge Workers der King Dre Engineer Wel $57.51 5D 3F King Dredge Workers Leverman, Hydraulic $58.67 5D 3F ® - ...__.....�_........ .........._ - King Dredge Workers Mates $56.44 SD 3F King Dredge Workers Oiler $56.00 5D 3F King Drywall AppL�tatoi" Journey Level $56.78 5D 1H King Drywall Tapers Journey Level $57.43 5P 1 E -- - -._.._......... ........... ----....._. .--...._.......:__...._.. .-...__....._ - King Electrical Fixture Maintenance Journey Level $28.99 5L 1E Workers King Electricians - Inside Cable Splicer $76.96 7C 4E - _. King Electricians - Inside Cable Splicer (tunnel) $82.24 7C 4E King Electricians - Inside Certified Welder $74.38 7C 4E King Electricians - Inside Certified Welder (tunnel) $79.80 7C 4E King Electricians - Inside Construction Stock Person $39.69 7C 4E King Electricians - Inside Journey Level $71.80 7C 4E King Electricians - Inside Journey Level (tunnel) $76.96 7C 4E King.. Electricians -Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline, Cable Splicer $79.43 5A 4D Construction King Electricians - Powerline, Certified Line Welder $69.75 5A 4D Construction King Electricians - Powerline Groundperson $46.28 5A 4D Construction King Electricians - Powerline Heavy Line Equipment $69.75 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $69.75 5A 4D Construction King Electricians - Powerline Line Equipment Operator $59.01 5A 4D _ Construction _ King Electricians Powerline Meter Installer $46.28 5A 4D 8W Construction _._..........w_.... _.. ._w _....._.. King Electricians - Powerline Pole Sprayer $69.75 5A 4D Construction King Electricians - Powerline Powderperson $52.20 5A 4D Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $91.241 7D 4A King Elevator Constructors Mechanic In Charge $98.51 7D 4A King Fabricated PrecastConcrete All Classifications - In-Factory $17.72 5B 1R Products Work Only King Fence Erectors Fence Erector $15.18 1 King Flag ers Journey Level $39.48 7A 31 King Glaziers _ Journey Level _ $61.81 7L 1y https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 5/7/2018 Page 3 of 18 King Heat Er Frost Insulators And Journeyman $67.93 5_1 4H Asbestos Workers . ......... King Heating EguipriiLnt Mechanics Journey Level $79.17 7F IE ............ King Hod Carriers & Mason Tenders Journey Level $48.02 7A 31 ................ King Industrial Power Vacuum Journey Level $11.50 1 Cleaner King Inland Boatmen Boat Operator $61,411 LB LK I King, Inland Boatmen Cook $56.48 5B 1 K King Inland Boatmen Dec $57,48 5B 1 K King Inland Boatmen Deckhand Engineer $58.81 5B 1 K King Inland Boatmen Launch Operator $58.89 5B I K ........................--------___....... ---—------------ King Inland Boatmen Mate $57.31 5B I K King n s p e c t i o,or I�aninq��[�a n�jv i v� c, Cleaner Operator, Foamer $31.49�_S 1 Of Sewer Ft Water Systems By Operator Remote Control King ltispectiori/CtcariifigZ$eciting Grout Truck Operator $11.50 1 Of Sewer Et Wa :Syltems By, Remote Control King IrectraoiJCle<7nirvg/Sealing _Hea`T_0pe,ra_t_or —$24.91 l Of Sewer R Water Systems By Remote Control King Iiispection/CtcaniiLip/Seatinp Technician $19.33 1 Of Sewer Ft Water Systems B Remote Control King Lm�ectji.q.Lgeani ng/5221!ng Tv Truck Operator $20.45 1 Of Sewer ft Water Systorrrs B Remote Control King LnsutatjM_A Aoi s Journey Level $57.18 5D 4C ........................ King Ironworkers; Journeyman $67.88 7 N 10 King Laborers Air, Gas Or Electric Vibrating $46.57 7.A 31 Screed King Laborers Airtrac Drill Operator $48.02 7A 31 King Laborers Ballast Regular Machine $46.57 7A 31 King Laborers Batch Weighman $39,48 7A 31 King Laborers Brick Pavers $46.57 7A 31 - — --—-- '_,__—King Laborers Brush Cutter $46.57 7A 31 King Laborers Brush Hog Feeder $46.57 7A 31 King Laborers Burner $46.57 7A 31 King Laborers Caisson Worker $48.02 7A 31 King Laborers Carpenter Tender $46.571 7A 31 -- Laborers Caulker $46,57 Laborers---------- I —7A 31 King1 ........................................ King Laborers Cement Dumper-paving $47.44)] 7A 31 King Laborers Cement Finisher Tender $46.57 7A 31 King Laborers Change House Or Dry Shack $46.57 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $46.57 7A 31 King Laborers Chipping Gun(30 Lbs. And $47.44 7A 31 Over) King Laborers Choker Setter $46..571 7A 31 https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 4 of 18 King Laborers Chuck Tender $46.57 7A 31 King Laborers Clary Power Spreader $47.44 7A 31 King Laborers Clean-up Laborer $46.57 7A 31-- King Laborers, Concrete Dumper/chute $47.44 7A 31 - Operator King Laborers Concrete Form Stripper _ $46.57 7A 31mm King Laborers Concrete Placement Crew $47.44 7A 1 31 King Laborers Concrete Saw Operator/core $47.44 7A 31 Driller King Laborers Crusher Feeder $39,48 7A 31 King Laborers Curing Laborer $46.57 7A 31 -._..-._._ - - King Laborers Demolition: Wrecking 8 $46.57 7A 31 Moving (inc(. Charred Material) ................. ........_ _._.. King, Laborers Ditch Digger $46.57 7A 31 King Laborers Diver $48.02 7A 31 King Laborers Drill Operator $47.44 7A 31 (hydraulic,diamond) King Laborers - Dry Stack Walls $46.57 7A 31 King Laborers Dump Person $46.57 7A �31 King Laborers Epoxy Technician $46.57 7A 31 --King Laborers Laborers Erosion Control Worker $46.57 7A 31 _.._ -.....__.......... ... .. _..... King Laborers Faller Et Bucker Chain Saw $47.44 7A 31 King Laborers Fine Graders $46,57 7A 31 _..................... - - King Laborers Firewatch $39.48 7A 31 King Laborers Form Setter $46.57 7A 31 - - .........----- King Laborers Gabian Basket Builders $46.57 7A 31 King Laborers General Laborer $46.57 7A 31 - E.-. - King Laborers Grade Checker 8 Transit $48.02 7A 31 Person King Laborers Grinders $46.571 7A 31 King Laborers Grout Machine Tender $46.57 7A 31 _....._.... _ - m .....�.................... King Laborers Groutmen (pressure)including $47.44 7A 31 Post Tension Beams King Laborers Guardrail Erector $46.57 7A 31 King Laborers Hazardous Waste Worker $48.02 7A 31 (level A) King Laborers Hazardous Waste Worker $47.44 7A 31 (level B) King Laborers Hazardous Waste Worker $46.57 7A 31 (level C) King Laborers High Scaler $48.02 7A 31 King Laborers Jackhammer $47.44 7A 31 King Laborers Laserbeam Operator $47.44 7A 31 King Laborers Maintenance Person $46.57 _ 7A 31 King Laborers Manhole Builder-mudman $47.44 7A 31 King Laborers Material Yard Person $46.57 7A mm31 https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 5 of 18 King Laborers Motorman-dinky Locomotive $47.44''. 7A 31 King Laborers Nozzleman (concrete Pump, $47.44 7A 31 Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker -- $47.44 _7A 31 King Laborers Not Car $39.48 7A 31 King Laborers (Pipe Layer Lead $48.02 7A 31 King Laborers Pipe Layer/tailor $47.44 7A 31 King Laborers Pipe Pot Tender $47.44 7A 31 King Laborers Pipe Reliner $47.44 7A 31 --.._ ... _ -_....._ -...._ King Laborers Pipe Wrapper $47.44 7A 31 King Laborers Pot Tender $46.57 7A 31 King Laborers Powderman $48.02 7A 7A 31 King Laborers 7A 31 King Laborers Power s Helper Jacks $47.44 7A 31 - King Laborers Railroad Spike Puller - Power $47.44 7A 31 ............... King Laborers Raker - Asphalt $48.02 7A _31 _ King Laborers Re-timberman $48.02 7A 31 King Laborers Remote Equipment Operator $47.44 7A 31 King Laborers Rigger/signal Person $47.44YYY 7A 31 King Laborers Rip Rap Person $46.57 7A 31 ................. ................................ ... .... ................................._..... A .. .... ..........=....__._-....-m._-.-.__.._.. King Laborers Rivet Buster $47.44 7A 31 King Laborers Rodder $47.44 7A 31 _ __ _..._ ....... ........ ........................... King Laborers Scaffold Erector $46.57 7A 31 King Laborers Scale Person $46.57 7A 31� King Laborers S(oper (over 20") $47.44 7A 31 - King Laborers Sloper Sprayer $46.57 7A 31 King Laborers - Spreader (concrete) - $47.44 7A 31 King Laborers Stake Hopper $46.57 7A 31 King Laborers Stock Piler $46.57 7A 31 - King Laborers Tamper Et Similar Electric, Air $47.44 7A 31 & Gas Operated Tools King Laborers Tamper (multiple Et Self- $47.44 7A 31 propelled) - King Laborers Timber Person - Sewer $47.44 7A 31 - - (lagger, Snorer 8 Cribber) King Laborers Toolroom Person (at Jobsite) $46.57 7A 31 - ..._................._.._....... _... King Laborers Topper $46.57 7A 31 King Laborers Track Laborer $46.57 7A 31 King Laborers Track Liner (power) $47.44 7A 31 - King Laborers Traffic Control Laborer $42.22 7A 31 8R King Laborers Traffic Control Supervisor $42.22 7A 31 8R King Laborers Truck Spotter $46.57 7A 31 King Laborers ITugger Operator $47.44 7A 31 https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 6 of 18 Kina ILaborers Tunnel Work Compressed Air $92.60 7A 31 8� f Worker 0 30 psi King Laborers Tunnel Work-Compressed Air $97.63 7A 31 S Worker 30.01-44.00 psi King Laborers _ Tunnel Work-Compressed Air $101.31 7A 31 8Q ......._.........._ - Worker 44.01-54.00 psi .... ._.. ._................. King Laborers Tunnel Work-Compressed Air $107.01 7A 31 8g Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $109.13 7A 31 8� Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $114.23 7A 31 SS Worker 64.01-68.00 psi — King Labor ....... Worker 68.01-70.00 psi King Laborers Tunnel Work Compressed Air $118.13 7A 31 Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air ',$120.13 7A 31 S Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $48.12 7A 31 Tender King Laborers Tunnel Work-Miner $48.12 7A 31 BQ —— - -- --------- -----------------= _......... ........ King Laborers Vibrator $47.44 7A 31 —_.. .................... — - King Laborers Vinyl Seamen $46.57 7A 31 King Laborers _ Watchman $35.88 7A 31 King Laborers Welder $47.44 7A 31 - Krng Laborers Well Point Laborer -� _ $47.44 7A 31 King Laborers Window Washer/cleaner $35.88 7A 31 King Laborers - Underground Sewer General Laborer 8 Topman $46.57 7A 31 8 Water King Laborers - Underground Sewer' Pipe Layer $47.44 7A 31 Et Water ---- ......... King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape CQn$truct10fl Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscaue Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $56.78 9D 1H King Marble Setters Journey Level $55.82 5A 1M King Metal Fabricat(arr 6n Shoo Fitter $15.861 1 King Metal Fabrication (In Shop Laborer $11.50 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal_Frabricatipll (l t Shp Shpo Painter $11.50 1 King Metal Fabrication In Shona) Welder $15.48' 1 King Millwright Journey Level $58.68' 5D — 4C King Modular Buildings — Cabinet Assembly $11.56 1 King Modutar Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 - King_ ModuIar Buildings �— Plumber $11.56 1 https://fortress.wa.gov/Ini/wagelookup/prvWageIookup.aspx 5/7/2018 Page 7 of 18 King Modular Buildings Production Worker $11.50 1 King Modular Buildings Tool Maintenance $11.56 King ,Modular Buildings Utility Person $11.56 1 - _ __............... King ModuMar Btlrtg l gs Welder $11.56 1 King Painters Journey Level $41.60 6Z 213 King Pile Driver Crew Tender $52.37 5D 4C King Pile Driver Hyperbaric Worker - $71.35 5D 4C Compressed Air Worker 0-30.00 PSI King Pile..Driver Hyperbaric Worker - $76.35 5D 4C Compressed Air Worker 30.01 44.00 PSI King Pile Driver Hyperbaric Worker- $80.35 5D 4C Compressed Air Worker 44.01 - 54.00 PSI _...........__............... ..._........ . ...... ...m King Pile Driver Hyperbaric Worker - $85.35 50 4C Compressed Air Worker 54.01 - 60.00 PSI _- ......... _ _ _..___......._._. .___ ............___. _.-......_, King Pile Driver Hyperbaric Worker - $87.85 SD 4C Compressed Air Worker 60.01 - 64.00 PSI King Pile Driver Hyperbaric Worker - $92.85 5D 4C Compressed Air Worker 64.01 68.00 PSI King Pile Driver Hyperbaric Worker $94.85 5D 4C Compressed Air Worker 68.01 70.00 PSI King Pile__D_river Hyperbaric Worker - $96.85 5D 4C Compressed Air Worker 70.01 72.00 PSI King Pile Driver Hyperbaric Worker - $98.85 5D 4C Compressed Air Worker 72.01 74.00 PSI King Pile Driver Journey Level $57.43 5D 4C King Plasterers Journey Level $54.89 7Q 1R .........._............ _. _._..m_....._...m_........_.. .... .�_ _m.... _.-._ ........_�-..........._ King Playground fa Park Egtiprnent Journey Level $11.50 1 Installers King plumbers B Pipefitters Journey Level $81.69 6Z 1 G King Power U.ui np ent. U1seratgrs Asphalt Plant Operators $60.49 7A 3C 8P King Power Eeiuiprrle.nt Operators Assistant Engineer $56.90 7A 3C 8P King Power,Equipment Operators Barrier Machine (zipper) $59.96 7A 3C 8P King Power Equi)1nierrk Operators Batch Plant Operator, m._..__ $59.96 7A 3C ... 8P Concrete King Power_Etuuir_mer .9?peratars Bobcat $56.90 7A 3C 8P King lower_Ecsuipmegt peratprs ''Brokk - Remote Demolition $56.90 7A 3C 8P Equipment King Power Eguyprrr_r-,ntpperators Brooms $56.90 7A._... 3C ._ BP King_ Power F4Zr lent Operators Bump Cutter $59.96 7A 3C 81, King_ Power Equipment Operators Cableways $60.49 7A 3C 8P King Power Equipment Operators Chipper $59.96 7A 3C 8P https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 8 of 18 King Po±2(LEi pment Operators Compressor $56.90 7A 3C 8P King Power Lj]l ors Concrete Pump: Truck Mount $60.49 7A 3C 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $56.90 7A 3C 8P Screed King Power[cJuitLnwnt Operators Concrete Pump - Mounted Or $59.49 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power E ui ment Operators Concrete Pump: Truck Mount $59.96 7A 3C SP With Boom Attachment Up To 42 m King Power Equipment Operators Conveyors $59.49 7A 3C 8P King Power Equipment Operators Cranes Friction: 200 tons and $62.33 7A 3C 8P over — — King Power Equipment. U)Ee atgrs Cranes: 20 Tons Through 44 $59.96 7A 3C 8P Tons With Attachments King Power E%fllpment Operators Cranes: 100 Tons Through 199 $61.10 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) _. _...........„_........ _. King Power EcBui 1pment Operators Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P 250' of boom including jib with attachments King Power Iguipnient Operators Cranes: 300 tons and over or $62.33 7A 3C 8P 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 $60.49 7A� 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $56.90 7A 3C 8P Under King Power E_dulpment. Oser( ators Cranes: Friction cranes $61.72 7A 3C 8P through 199 tons King Cranes: Through 19 Tons With $59.49 7A 3C 813 Attachments A-frame Over 10 Tons King Power Ec ui i lerrt Operators Crusher $59.96 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $59.96 7A 33C 8P (power) King Power Eciui n(2 ient_perators Derricks, On Building Work $60,49 7A 3C 8P King Power Equipment Operators Dozers D-9 Et Under $59.49 7A 3C 8P King Power Egu�ment 'actors Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $61,10 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $56.90 7A 3C SP Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell $59.96 7A 3C 8P And Gamaco Et Similar Equipment King Power E uipment. Operators $59.49 7A 3C 8P https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 5/7/2018 Page 9of18 Forklift: 3000 Lbs And Over With Attachments King Power C ur)ment Operators Forklifts: Under 3000 Lbs. $56.90 7A 3C 8P With Attachments King Power C(IutC)melt CJpew°ators Grade Engineer: Using Blue $59.96 7A 3C 8P _ Prints, Cut Sheets, Etc — — King Power Equipment Operators Gradechecker/stakeman $56.90 7A 3C 8P� King Power Ecruipment Operators Guardrail Punch $59.96 7A 3C SP _ King Power Emnoment Operators Hard Tait End Dump $60.49 7A 3C 8P Articulating Off- Road _ Equipment 45 Yards. 8 Over King Power EgUiprnent Operators Hard Tail End Dump $59.96 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power E011ipnaent Operator$ Horizontal/directional Drill $59.49 7A 3C 8P Locator —.. . King Power' Equrrpmc of f7pc rotors Horizontal/directional Drill $59.96 7A 3C 8P Operator King Power Equipment Operators Hydralifts/boom Trucks Over $59.49 7A 3C 8P 10..Tons — _ King Power Eguipme perators Hydralifts/boom Trucks, 10 $56.90 7A 3C 8P Tons And Under King Power Earuipment Operators. Loader, Overhead 8 Yards. Et $61.10 7A 3C 8P Over .._...,,.... _ King Power Equip ten[Op rptn s Loader, Overhead, 6 Yards. $60.49 7A 3C 8P But Not Including 8 Yards King Power ECUI meat Operataars Loaders, Overhead Under 6 $59.96 7A 3C 8P Yards King Power EgLnrent Oper<3tars Loaders, Plant Feed $59.96 7A 3C 8P King, Power' Ecui meat Operators Loaders: Elevating Type Belt $59.49 7A 3C SP King Power EgUip tsent Op orators Locomotives, All $59.96 7A _ 3C 8P King Powrtr [cruipnrenterators Material Transfer Device $59.96 7A 3C 8P _....._.._�, q — — King Power Egui merits Mechanics, All (leadmen $61.10 7A 3C 8P $0.50 Per Hour Over Mechanic) King Power Etllrlpment Operators Motor Patrol Graders $60.49 7A 3C 8P King Powea' E Apmerrt f}perat{rs Mucking Machine, Mole, $60.49 7A 3C 8P Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $56.90 7A 3C 8P Distribution 8 Mulch Seeding — Operator King Power Equi ment_Operators Outside Hoists (elevators And $59.49 7A 3C 8P Manlifts), Air Tuggers,strato -------— KZng Power_EqurjarnerYt_Operator's Overhead, Bridge Type Crane: $59.96 7A 3C 8P 20 Tons Through 44 Tons King Power Equipmpnt Q)g tori Overhead, Bridge Type: 100 $61.10 7A 3C 8P Tons And Over King fLq% r Equipment Operators Overhead, Bridge Type: 45 $60.49 7A 3C 8P Tons Through 99 Tons King Powor_Eetcar`prnent Operators ,Pavement Breaker $56.90 7A 3C 8P https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 10 of 18 King 1PoWeT Equ pinertt Opaerators Pile Driver (other Than Crane $59.96 7A 3C SP i Mount) King Power Ecui it Qperators Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $56.90 7A 3C 8P King Power Equipment Operators Power Plant $56.90 7A 3C 8P King Power E uiMfnt Operators Pumps - Water $56.9D 7A 3C BP King Powea Eruipment_Operators Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P King Power EcLiLment 0))trators Quick Tower - No Cab, Under $56.90 7A 3C 8P 100 Feet In Height Based To Boom King Power Ecguo¢tment. Operators Remote Control Operator On $60.49 7A 3C 8P Rubber Tired Earth Moving Equipment King Rower Egruig nertt Operators Rigger And Bellman $56.90 7A 3C 8P King Power Equjpme12t Operat rs 'Rigger/Signal Person, Bellman $59,49 7A 3C 8P (Certified) King, Power Equipment Operators Roltagon $60.49 7A 3C 8P King Ppwer Egurom�rlt Opgr toes Roller, Other Than Plant Mix $56.90 7A 3C 8P King Power Equippment Operators Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Materials King Power Egttipl'jjgq Operators Roto-mill, Roto-grinder $59.96 7A 3C 8P King Power Equipment Operators Saws - Concrete $59.49 7A 3C 8P King Fower'E" i1L,ij p 7n en epij l(?t Scraper, Self Propelled Under $59.96 7A 3C 8P 45 Yards — — King Power Ect i rrwerrt,O era,tors, Scrapers - Concrete 8 Carry $59.49 7A 3C 8P All King Power Equipment Operato_s Scrapers, Self-propelled: 45 $60.49 7A 3C 8P Yards And Over King Pow(ar Ecruipinent Operators 'Service Engineers - Equipment $59.49 7A 3C 8P King Power' Equipmlent Operator's Shotcrete/gunite Equipment $56.90 7A 3C BP King Lower Eguipment Operators Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Tractors Under 15 Metric Tons. ......... .........._.....,... King Power Equipment Operators Shovel, Excavator, Backhoe: $60,49 7A 3C 8P Over 30 Metric Tons To 50 — — Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Tractors: 15 To 30 Metric Tons — King Powor„E Ln Fuent Operator's Shovel, Excavator, Backhoes: $61.10 7A 3C 8P Over 50 Metric Tons To 90 — — Metric Tons King power Egui mp ernt O ep"ratorS Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Over 90 Metric Tons King Rower Equipment Operators Slipform Pavers $60.49 7A 3C 8P King Power Equipment Operators Spreader, Topsider 8 $60.49 7A 3C 8P Screedman King _Power E 1ri meat Operators Subgrader Trimmer $59.96 7A 3C 8P King Power. E[luipnent Operators. Tower Bucket Elevators $59.49 7A 3C 8P King Power EgurpraOnt Operators Tower Crane Up To 175' In $61.10 7A 3C 8P Height Base To Boom — — https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 5/7/2018 Page 11 of 18 King Llqw�i fgL�t r12Ljent QjLe L:at MT Tower Crane: over 175' $61.72 7A 3C 8P _ through 250' in height, base to boom King Power Tower Cranes: over 250' in $62.33 7A 3C 8P height from base to boom ............ ...... King Power E(101)111ent Operators Transporters, All Track Or $60.49 7A 3C 8P Truck Type King Power Equipment Operators Trenching Machines $59.49 7A 3C 8P King Power Equipment Operattirs Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Tons And Over King Powerinuipr71er1t 0 orators Truck Crane Oiler/driver $59.49 7A 3C SP Under 100 Tons ....................... ........................... King Power E9U p rnnent ppg tors Truck Mount Portable $59.96 7A 3C 8P (a Conveyor King Power Equipment Operators Weider $60.49 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farmall Type $56.90 7A 3C SP King Power Equipment Operators Yo Yo Pay Dozer $59.96 7A 3C 8P King E2AtLEg!gpRierLt Operators- Asphalt Plant Operators $60.49 7A 3C SP !�nq��EgEqLjnd Sewer Et Water ............. .................................. ...................................................... King Power Equipment Operators- Assistant Engineer $56.90 7A. 3C 8P Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $59.96 7A 3C 8P Underground Sewer Et Water 7 SP King---—--- —Power--E—('i"t j—iv i n m—i—tO'i-)'e r a t o r s- Batch Plant Operator, 59.'96 7A --3C Underground Sewer ft Water Concrete King Power Equipment Q orators- Bobcat $56.90 7A 3C 8P tLrjd��frMnd Sewer & water King Power Equipment Operators- Brokk - Remote Demolition $56.90 7A 3C 8P Underground Sewer Et Water Equipment King EqAe[.��jMrqent Operators- Brooms $56.90 7A 3C 8P Underground Sewer fi Water, King �r�itors- Bump Cutter $59.96 7A 3C 8P _gpL _ — — — Underground Sewer Ei Water ...........................----..................................... ................................. King ?qy�e�.ECIWI)rncnt Operators- Cableways $60.49 7A 3C 8P Undergr(jund Sewer a Water King Power ECILlIpment.02erators- Chipper $59.96 7A 3C 8P Underground Sewer ft Water I King Lower E LJL)�in rt Q2gjLcLtqg s- Compressor $56.90 7A 3C 8P Underground $ewer ft Water ........................... ............................................................. 9 King Lower LcIL�pI!Len1_017cratqrs.. Concrete Pump: Truck Mount $60.49 7A 3C 8P Underground Sewer ti Water With Boom Attachment Over 42 M King Power E luipment Operators- Concrete Finish Machine -laser $56.90 7A 3C 8P Underground�Sewer Et Water Screed King Power Equipment Operators-, Concrete Pump - Mounted Or $59.49 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Lower E(Lui2gient Operators- Concrete Pump: Truck Mount $59.96 7A 3C 8P Underground Sewer ft Water With Boom Attachment Up To 42m King Conveyors $59.49 7A 3C 8p https://fortress.wa.gov/1ni/wagelookup/prvWagelookup.aspx 5/7/2018 Page 12 of 18 Underground Sewer FI Water ...... IN ___......................... King Power_Eq uij�mepLOperators- Cranes Friction: 200 tons and $62.33 7A X 8P _lUnderground Sewer a Water over King Power Eguiptr enLOperators-. Cranes: 20 Tons Through 44 _$59 96 7A 3C 8P Underground Sewer a Water Tons With Attachments King Power E�q rough 199 $61.10.�j� Operators- Cranes: 100 Tons Through 7A 3C 8P Underground Sewer..Fa Water Tors, Or 150' Of Boom (including Jib With Attachments) . ................. King Power Lgq!R went g2E ors- Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P Pridergrou-n-clSewer ft Water 250' of boom including jib with attachments King Power EguiprilgLiLg j)erators Cranes: 300 tons and over or $62.33 7A 3C 8P Oakrq E —.LqLj2d Sewer Water 300' of boom including jib lwith attachments King ]Rower E tar nverok O erators Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Underground Sewer Et Water Tons, Under 150' Of Boom (including Jib With Attachments) . .......... ................................... King Power EguiprineqOp erators- Cranes: A-f rame - 10 Tons And $56.90 7A X 8P Underqround Sewer a Water Under King Power E-quipt snit Cranes: Friction cranes $61.72 7A 3C 8P Underground Sewer Et Water through 199 tons ...................... King Power Equipment ODerators- Cranes: Through 19 Tons With $59.49 7A 3C 8P Under ground Sewer &Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $59.96 7A 3C 8P Undervrc)uncl Sewer Et Water King Power Equipment_gEerators- Deck Engineer/deck Winches $59,96 7A 3C 8P 2DLIerground Sewer EL Water" (power) ................. King Lower Equipment Operators. Derricks, On Building Work $60.49 7A X 8P Underground Sewer & Water King Lower Equipment Dozers D-9 & Under $59.49 7A X 8P Undergrounq_Svw!Lr Et Water King EQWCr EQUi0flnent Operators- Drill Oilers: Auger Type, Truck $59.49 7A X 8P Vqdle_rgfotLnd Sewer Ft Water Or Crane Mount King LqAer_EcLL6j?menL_Operators- Drilling Machine $61.10 7A LC m sp UndqrgrgyL�d.Sewer It Water King Power [guipment Operators- Elevator And Man-lift: $56.90 7A 3C 8P UndergroundSevier ft Water I Permanent And Shaft Type .. King Power EQUipmentOlLe�atom-_ Finishing Machine, Bidwell $59.96, 7A IC 8P 2nderg,fLoLind Sewer Et Water And Gamaco Et Similar Equipment King Egwer..Eguipment Operators- Forklift: 3000 Los And Over $59.49 7A 3C 8P Underground Sewer a Water With Attachments King Power EgWprrwnt,Qqerators- Forklifts: Under 3000 Lbs, $56.90 7A 3C 8P .Underpround Sewer a, Water With Attachments King Power Equipment ators- Grade Engineer: Using Blue $59.96 7A 3C 8P OpSE .Underprouad Sewer a Water Prints, Cut Sheets, Etc 3C 8P Y14�� 6t wateq King Power Equipment Opgrators.. Gradechecker/stakeman $56.90 https://fortress.wa.gov/1ni/wagelookup/prvWagelookup.aspx 5/7/2018 Page 13 of 18 King Power Equipment Operators- ;Guardrail Punch $59.96 7A 3C 8P Undergrouracl Sewer ft Water _ King power ECIu%ument querator5 Hard Tail End Dump $60.49 7A 3C 8P Underground Sewer a Water Articulating Off- Road Equipment 45 Yards. Ft Over King P¢awer Egt iprnent,Operators_ Hard Tail End Dump $59.96 7A 3C 8P Un te1grouns Sewer fi„Water Articulating Off-road Equipment Under 45 Yards King Power E ui menf O peratna's• Horizontal/directional Drill $59.49 7A 3C 8P Underground Sewer Ft Water Locator King Power Equipment Operators- Horizontal/directional Drill $59.96 7A 3C 8P Underground Sewer Ft Water Operator King pow er_Egu_(prnerat Operators, Hydralifts/boom Trucks Over $59.49 7A 3C 8P Und�ed°Q�`gund Sewer Ft 4VaYer 10 Tons King power Equipment Operators-„ Hydralifts/boom Trucks, 10 $56.90 7A 3C 8P Underground Sewer 0 Wester Tons And Under King Frswer Et uioent (7erntormms ''Loader, Overhead 8 Yards. Es $61.10 7A 3C 8P Underground Sewer`Ft Water Over _ .. .. .. ................... ... _ _____........ . King Power' Egtw^i)nrenterators Loader, Overhead, 6 Yards. $60.49 7A 3C 8P Underground Sewer Et Water But Not Including 8 Yards — King Power Eguipme_ntOperatorsw Loaders, Overhead Under 6 $59.96 7A 3C 8P Underground Sewer Ft Water Yards — King _ power Equipment Operators- Loaders, Plant Feed $59.96 7A 3CYWY 8P Y Undergr`oundSewer Ft Water King Power Equipment Operators.- Loaders: Elevating Type Belt $59.49 7A 3C 8P QnAe[ground Sewer Et Water King Power Equipment Operators Locomotives, All $59.96 7A 3C 8P Underground Sewer 8 Water — — King Power EEUipment Operators- Material Transfer Device $59.96 7A 3C 8P Underground Sewer a Water — — — King Power Equipment Operator's- Mechanics, Alt (leadmen - $61.10 7A 3C 8P Unde;rg[2Lgrd,Sewer &Water $0.50 Per Hour Over Mechanic) King power E Gui merit O craters•, Motor Patrol Graders $60.49 7A 3C 8P Underground Sewer Et Water King Power Equipment pperatars• Mucking Machine, Mole, _ $60.49 7A 3C 8P Underground.-Sewer Et Water Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $56.90 7A 3C 8P Underground Sewer Ft Water Distribution l3 Mulch Seeding Operator .. _. _. ..—.. --- -.......... —.__...._..----- — -- ....---. .._............... King Power Lc wi rp vent. ) ators- Outside Hoists (elevators And $59.49 7A 3C 8P Underground Sewer & Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $59.96 7A 3C 8P Underground Sewer ra Water 20 Tons Through 44 Tons — King Power Equipment Operators- Overhead, Bridge Type: 100 $61.10 7A 3C 8P Underground Sewer Et Water Tons And Over King Pow(r..-Egdripmen¢',_Op�rators_ Overhead, Bridge Type: 45 $60.49 7A 3C 8P Underground Sewer IB Water Tons Through 99 Tons King Power Ec gipil ent Operators- Pavement Breaker $56.90 7A 3C 8P Underground Sewer ft Water — — — King $59.96 7A 3C 8P https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 14 of 18 Power Egtdpment Operators Ml,e Driver (other Than Crane Underground Sevver Et Water Mount) King Power gmeint Operators Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P ggrp Underground Sewer Et Water ;King Pawe' EquipmentOI eratgrs_ Posthole Digger, Mechanical $56.90 7A 3C 8P Underground Sewer Et Water power' Eguipnier t, Operators- Power Plant $56.90 7A 3C 8P Underground Sewer Er Water — — King Power EgUfipmen�7erators- Pumps - Water $56.90 7A 3C 8P Undergre and-Sever et Water — King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P Underground Sewer Ec Water — King Power EguiptTient Operators- Quick Tower - No Cab, Under $56.90 7A 3C 8P Underground Sew& Et Water 100 Feet In Height Based To — Boom King Power Equiprnent Operators- Remote Control Operator On $60.49 7A 3C 8P Uaiderg gund Sewer & Water Rubber Tired Earth Moving Equipment - .......... -- King Power Equipment Operators- Rigger And Bellman $56.90 7A 3C 8P qql4oLgrgLind Sewer Et Water King Power; ui ment-_Operatorsw Rigger/Signal Person, Bellman $59.49 7A 3C 8P Underground Sewer Et Water (Certified) King Power Egtrr nngnt RoUagon $60.49 7A 3C 8P Underground Sewer a Water, King Epwei° Equipment Operators- Roller, Other Than Plant Mix $56.90 7A 3C 8P Underground Sewer Et Water — King Power Egjl.n)eri OAaerators- Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Underground Sewer Et Water Materials — King Power Equipment Operators- Roto-mill, Rota-grinder $59.96 7A 3C 8P Underground Sewer Ft Water King Power Eauioment Operators- Saws - Concrete $59.49 7A 3C 8P UnderZiound_Sewer Ea Water King Power Equipment Operators- Scraper, Self Propelled Under $59.96 7A 3C 8P Underground Sewer Et Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry $59.49 7A 3C 8P Underground Sewer & Water All — King Power Equipment Operators- Scrapers, Self-propelled: 45 $60.49 _ 7A 3C 8P Under round Sewer Et Water Yards And Over _ -. — _._. _..King Power Equipment Operator's- Service Engineers - Equipment $59_.._...49 7A 3C 8P Undergrrrrrrrd Sewer & Water — — — King Power Eggjpnient Operators- Shotcrete/gunite Equipment $56.90 7A 3C 8P Underground Sewer Et Water — — — King Power Equip_ment Operators Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Underground Sewer Et Water Tractors Under 15 Metric....—..............._...--.._._. Tons. King Power Equrpmcllt-O.peratgrs- Shovel, Excavator, Backhoe: $60.49 7A 3C 8P Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $59.961 7A 3C 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons — — King Power Equipment Operators- $61.10 7A 3C 8P Under�ound Sewer Et Water — — https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 15 of 18 Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons King...m _m Power Equipment Operators- Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Underground Sewer & Water Over 90 Metric Tons King Power Equipment Operators- SUpform Pavers $60.49 7A _ 3C 8P Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et $60.49 7A 3C 8P aun we Uncleii� d Sewer It Water Screedman King Power EcruiDment Operators- Subgrader Trimmer $59.96 7A 3C 8P UndergrarrLijt 5, ei; .mEt Water King Power Equipment Operators- Tower Bucket Elevators $59.49 7A 3C 8P Under'graund Sewer 0 Water King Power Equipment O�erat_o,-rrs_- Tower Crane Up To 175' In $61.10 7A 3C 8P Under round Sewer Et Water_ Height Base To Boom King Power Loud meet Operators- Tower Crane: over 175' $61.72 7A 3C 8P Under round Server U Water through 250' in height, base to boom King Power Equipment Operators- Tower Cranes: over 250' in $62.33 7A 3C 8P Underground Sewer R Water height from base to boom King Powerr EctuiL)l ert OJ�erators- Transporters, All Track Or $60.49 7A 3C 8P Underound Sewer 8 Water Tr..... King Power Equipment Operators- Trenching Machines $59.49 7A 3C 8P Underground Sewer Ft Water King Power Eq r1arrea7 Ooa ratprx._ Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P IJndc,.r°gratand Se wer_Et W tar Tons And Over - _. . _.w King Power Fguipment Operators- Truck Crane Oiler/driver $59.49 7A 3C 8P Unde. -- _ King Power Lqugmient Operators- Truck Mount Portable $59.96 7A 3C 8P Underground Sewer Et Water Conveyor King Power Equipment Operators Welder $60.49 7A 3C 8P Underground Sewer 8 Water King Power Equipment Operators Wheel Tractors, Farmall Type $56.90 7A 3C 8P tDncletl' Sewer Ft Water King I?ower_[gujament Operat rs,. Yo Yo Pay Dozer $59.96 7A 3C 8P UncterRround Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $50.02 5A 4A Trimmers King Power Line ClearanceTree Spray Person $47.43 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $50.02 5A 4A Trimmers .................... .................._ King Power Line Clearance Tree Tree Trimmer $44.64 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $33.67 5A 4A Trimmers --- ................... ... _._....-..—_ ....._.._ King Fiefreggration Et Air Journey Level $77.86 6Z 1G ConditioijmpMe_chanic:s King Residential Brick Mason Journey Level $55.82 5A 1M King Residential Carotters Journey Level $28.20 1 .....--.._........— --. —— --_— King Residential Cement Masons Journey Level $22.64 1 https://fortress.wa.gov/Ini/wageIookup/prvWageIookup.aspx 5/7/2018 Page 16 of 18 King Resident.all ? ywa- Journey Level $42,861 5D 4C Applicators King Residentiat tyrywall Tapprs Journey Level $57.43 5P tE King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $41.05 7L 1H King Residentiallnsulation Journey Level $26.28 1 AMlicators King Residential Laborers Journey Level $23.03 1 - ._............... ............... . - ------------- King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers Q Journey Level $34.69 1 Pipefitters King Residential Refdv,e, tion_�„Air'Journey Level $77.86 6Z 16 Canditioninq Mechanics - King Residential Sheet Metal Journey Level (Field or Shop) $44.56 7F 1R Workers .... ..........._. _ __ ___......._. King Residential.Soft Floor Layers Journey Level $47.61 5A 31 King Residential Sprinkler Fitters Journey Level $46.58 5C 2R Fire P7reteCti�n1 King Residential Stone Masons Journey Level $55.82 5A 1M King Residential Terrazzo Workers Journey Level $51.36 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $20.00 1 King Roofers Journey Level $51.02 5A 3H King Roofers Using Irritable Bituminous $54.02 5A 3H Materials _ _....................... _ . - King Sheet Metal Workers Journey Level (Field or Shop) $78.17 7F 1E King Shipbuilding Et Ship Repair Boilermaker $43.311 7M 1H King Shrar_buitdine Et.Sh�Repe'air Carpenter $41.06 7T 25 King Sbtbuilldin Shia Repair Electrician $42.07 7T 4B King Shipbuilding Et Strip Repair Heat 8: Frost Insulator $67.93' 5,1 4H King Sh btnldin Ea ShiaRc�aair Laborer $41.99 7T 4B King Shipbuilding & Ship Repair Machinist $42.00 7T 4B mm.. ....... _ King Shipbuilder Et SiaiLs Re 'T` Operator $41.95 7T 4B g Painter $42.00 7T 4B Kin Sfsiphuilding Et Ship Repair King Shipbuitdinq Et Shap Repair Pipefitter $41.96 7T 4B King Shrphurlcling Ex Sh pair' Rigger $42.05 7T 4B - _.- _ - - _ King Shlpbuitdrn Ec Shi Re air Sheet Metal $41.98 7T 4B King Shipbuilding t Ship Repair Shipfitter $42.05 7T 46 King Shi butWjR ge SY'pi Re air Trucker $41.91 7T 4B King Shipbuil lin Fi Strip Repair Warehouse $41.94 7T 4B King Shiplatiitding Fx Ship Repair Welder/Burner $42.05 7T 4B King Sign Makers Et Installers Sign Installer $22.92 1 Etectr'icat - King Simon MakersEt Installers Sign Maker $21.36 1 mm .(Electrical https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 17 of 18 King Sign Makers & lnstaUer.s_CNoLi- Sign Installer $27.28 1 King Sign Maker $33.25 1 Electrical) King Soft Floor Lavers Journey Level $47.61 5A 3,1 King Solar Controls For Windows Journey Level $12.44 1 King Sxfinkter FiltersAL)r—e Journey Level $75.64 5C ix Protection) King Stage Rigging..Mechanics (Non Journey Level $13.23 1 ...................................... Structural King Stone Masons Journey Level $55.82 5A 1M I King Street And Parkin g Lqi� Journey Level $19.09 1 Sweeper Workers .............. ............ King Surveyor Assistant Construction Site $59.49 7A 3C 8P Surveyor King Surveyors Chainman $58.93 7A 3C 8P ........... --------SurveyorsKinSurveyors Construction Site Surveyor $60.49 7A 3C 8P King Telecommunication Journey Level $22.76 1 Technicians King Tqtgjjhone i n?..Cons trUC I ion - Cable Splicer $40.52 5A 2B _j� ............ Outside King Teleohone Line Construction - Hole Digger/Ground Person $22.78 5A 2B Outside King Telephone Lme.Constructjon - Installer (Repairer) $38.87 5A 2B Outside King Telephone Line Construction- Special Aparatus Installer 1 $40.52 5A 2B ------ Outside ——--------- King jEte)hone._Lrne Construction - Special Apparatus Installer 11 $39.73 5A 2B Outside ........... ........ King Teten)[hone Line ition -. Telephone Equipment $40.52 5A 2B , ConStIrlij Outside Operator (Heavy) King '[elep.hone Line Construction - Telephone Equipment $37.74 5A 2B Outside Operator (Light) .......... King Telephone Line Construction- Telephone Lireperson $37.74 5A 2B Outside King Telephone Line Construction - Television Groundperson $21.60 5A 2B Outside King IcIeDhone Line Construction - Television $28.68 5A 2B Outside Lineperson/InstaUer King igteLhonc,jine....Constru Television System Technician $34.1 5A 2B _ . ................cd.......on....- Outside King Telephone Line Construction_- Television Technician $30.69 5A 2B Outside ................. King jeler,Btione Lane Construction - Tree Trimmer $37.74 5A 2B Outside King Terrazzo Workers Journey Level $51.36 5A 1M King Tile Setters Journey Level $51.36 5A 1M ---- ----- ............................ King Tile. Marbt e Et Terrazzo Finisher $42.19 5A 1B Finishers King —Traffic Control Stripm Journey Level $45�43 7A 1K _..___............... -- --------- https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 18 of 18 King Gl uck Driv(Crs Asphalt Mix Over 16 Yards (W. $52.70 5D 3A 8L WA-Joint Council 28) — King Truck Drivers Asphalt Mix To 16 Yards (W. $51.86 5D 3A 8L ..... ...... -- WA-Joint Council 28) _ King Truck Drivers Dump Truck Ft Trailer $52.70 5D 3A 8L .... _. — — —.. King Truck Drivers Dump Truck (W. WA-Joint $51.86 5D 3A 8L ��— Council 28) — — — _.._ —..- King Truck Drivers Other Trucks (W. WA-Joint $52.70 5D 3A 8L Council 28) — King Truck Drivers Transit Mixer $43.23 1 King Well Drillers Ft Irritation Pum2 Irrigation Pump Installer $17.71 1 Installers King Vdell E hets 0 I ri¢afion ft�sn�a Oiler Fs-l 17Installers King We([ D illers Ej Irrigation Pump Well Driller 8.00 — �� 1 Installers https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 5/7/2018 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. V. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER W FLK,SHALL BE PAID AT ONE AND ONE-1 IALF TIMES THE HOURLY RATE OF WAGE. B, All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C The first two(2) hours after eight(8) regular hours Monday through Friday and the First ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D„ The first two (2) hours before or after a five-eight(8)hour workweek day or a four-ten (10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate ofwage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. "I'he first two (2) hours after eight(8) regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. Ad other hours worked Monday, through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F., The first two (2) hours after eight(8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three limes the hourly rate of wage. G., The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule,shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate ofwage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. M, All hours worked on Saturdays(except makeup days if'work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Benefit Code Key—Effective 3/3/2018 thou 8/30/2018 I i ( Overtime Codes Continued 1. 0. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after tan(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2)hours after eight(8) regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. K. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall he paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight(8)hours per day (10 hours per day for a 4 x 10 workweek) arid on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the homily rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL.BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, B, All hours worked on holidays slid[[ be paid at one and one-half times the hourly rate of wage, C All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay.All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8)regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday, through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a tour-day, ten- hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at doable the hourly rate of wage. The first eight(8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL RE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day,or ten (10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. I lours worked over twelve hours (12)in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Nfonday and holidays shall be paid at double the straight time rate of pay.Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift The employer shall have the sole discretion to assign overtime work to employees.Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight(8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight(8) hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8) hours or more. 3 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued 3, E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F, All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March ISth shall be compensated at one and one half(l-1/2)times the regular rate of pay. 1. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. in the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week(Tuesday through Friday,) then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4. ALL HOURS WORKED IN EXCESS OF FIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SI[ALI,BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve (12)hours per day and all hours worked on holidays shalt be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half(l-1/2)times the straight time rate of pay, unless a four(4)day ten(10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2) hours of overtime after ten(10)hours of straight time work shall be paid atone and one half(1-1/2)times the straight time rate of pay. On Saturday, the first rivelve (12) hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten(10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued 4, D. All hours worked in excess of eight(8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all muttipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two (2)hours after eight(8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8) hours worked on Saturday will be paid at one and one-half(1-1/2) times the howdy rate of wage.All hours worked in excess of eight(8)hours on Saturday, and all hours worked on Sundays and'holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall he paid at the double the hourly rate of wage. E, The first two (2) hours after eight(8)regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or 'Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week, and Saturday shall be paid at one and one half(I'/,)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wagc. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday,shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H, The first two (2) hours after eight(8)regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked,except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. Holiday Codes .5, A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, "Fhanksgiving Day, Friday after Thanksgiving Day, and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C, Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday alter Thanksgiving Day, And Christmas Day(8). 5 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Holiday Codes Continued 5. D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day(8). IT Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day,the Day after Thanksgiving Day, And Christmas (6). L Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday .After"Thanksgiving Day, The Day Before Christmas,And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr. Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday, Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day,And Christmas Day. (7 1I2). S. Paid Holidays:New Year's Day, Presidents' Day,Memorial Day, Independence Day, Labor Day,Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,And The Day Before Or After Christmas(9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6. A. Paid Holidays:New Year's Day,Presidents' Day, Memorial Day, Independence Day,Labor Day,"I hanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half- Day On Christmas Eve Day.(9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans'Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and Christmas Eve Day(11). 6 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Holiday Codes Continued 6. LL Paid Holidays:New Year's Day,New Year's Eve Day,Memorial Day, independence Day,Labor Day,Thanksgiving Day, Friday After Thanksgiving Day,Christmas Day,'fhe Day After Christmas, And A Floating Holiday (ID). L Paid Holidays: New Year's Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day(7). T, Paid Itolidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day, And Christnas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day,Labor Day, Thanksgiving Day, Friday after "Thanksgiving Day, And Christmas Day, (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Ile Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). ,Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays:New Year's Day,Marlin Luther King Jr. Day, Memorial Day,Independence Day,Labor Day,ThnnksgivLng Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day,Memorial Day,independence Day,Labor Day,Veteran's Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. ,Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Itolidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F„ Holidays: New Year's Day, Memorial Day, Independence- Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G„ Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays:New Year's Day,Martin [.other King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 7 Benefit Code Key— Effective 3/3/2018 thru 8/30/2018 ltolirlav Codes Continued 7, L Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. .h Holidays:New Year's Day,Independence Day,Memorial Day, Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N, holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday alter Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, 'Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.if any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day(10). Ifany of the listed holidays fall on Saturday,the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day,the Day after Christmas, and A Floating Holiday (9). if any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. 8 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 "oliaty Codes Continued ' , Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day,and the Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by tie Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Note Codes S. D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour, L. Workers on haztnat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00. Levels C & D: $0.50, N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00, Level B: $0,75, Level C: $0.50, And Level D: $0 25. P. Workers on haztnat projects receive additional hourly premiums as follows-Class A Suit:$2.00,Class B Suit: $1.50, Class C Suit: $1.00, And Class D Suit$0,50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Elaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon, Montana,or Idaho.These classifications are only effective on or after August 31,2012. S, Effective August 31,2012 A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Trattiic Control Plans or where directed by the Engineer. All Naggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Ni tontana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of al l temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon, Montana,or Idaho.This classification is only effective on or after August 31,2012. 9 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Note Codes Continued 8, U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit: $2.00,Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional$0.50 per hour.The premium for work suspended shall be paid for the entire shift worked.Workers who do "pioneer" work(break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more.Over 50'to 100'-$2.00 per foot for each foot over 50 feet. Over 10 P to 150'-$3.00 per foot for each foot over 101 feet. Over 151'to 220'- $4.00 per foot for each foot over 220 feet. Over 221'-$5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per foot from entrance. 300' to 600' - $1.50 per foot beginning at 300'. Over 600' -$2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. 10 w � a 8w Y 7 er" y' 'J'u U O N O � L ..,,.t` I ma=6 r rt i $ W G w a a o � � � / .J I � �� ,,; � q,Y✓ I k I Fa gAz a' W moo an <SN ��'�� I""^ `yY.:.l Mk i� (�i4�l��"��Y�Sq �� v.: S✓r "�,'.r ,.. 0 �o �o� � i � q 4p OC1 y, i Y�r60�� o G ryry''Z h Vy M Z LU r 1 I T " N 4 k .I eY ( W ew�� w u 3��l ar y� .wlf f7 q7 0 r� ilo „ r k, r4-}-} CO Z O U aZ w a a cr W a ' o Ll_l Ir J wV � Cn W 0 OZ OZ LL. lilt 3 ,� g W z s CE CLW W J U W a -_j En W U a cl 139 335 3 II $ 'd �� d ` F \ YO O C Lj N 3nv rave. . 4 x 1$ e 0 w AV 31V 5 M ' R h . ti � J y1x E c ICI N3380 111 N 3AV lVdiN30 I III � _.... —......_. lHOld 31A08V 335 *soj IN, NT i b A y- 4 Ij z Is _... VL 133HS 33S 00+91 V1S 3NI7 H3iVW Vt. g3HS 33S 00 91. 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V4 1`3HS 3' S 00 '9l V15 ]Nil HOyy�y _e rc p � I I I I � O� N� O IR tl Vt KA�� lll� , Ny W _._._..... ....._ �.._... _._._........� ........ . t_ I ......_._..:._._--------- � a >iu�O F .Ciro V T �� —mm u P << F31 _ �� W 2'RI�PHtl mBS IIM1W (SY kb "TJ U 144.� r__ N Lj K � G N 3nv Nav33 4 _ � < r F ti ✓ � L� J_ LW n w � C� •.�^,' "' �� . � . Sn 3 5 s 9 h F du'Ep nJ is u9 ��F �.�.V _ .ut�.ou�aa&n:n u�a �A pp •� tl P 1 VL 133HS 33S 00+61 'V15 3W HO1VW V 133I1S 335 00+66 "q15 3M1 HO;LV O1 � w o i f f i f I yF V I � f � II li i 01 o'. � v a n i r , ¢as�'r �p ily�, r �I'� ll, is az w �_o r W z ow n QUO '8 �J VUy O O O P.�r L;i C57 ro t` 4CY u 3 n as ., Au fr, 1 9f _ I m �t �_.m ....w__.. d 'I PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe gt. Kent, WA 98032 K G'N T Fax: 253-856-6500 Wn9HIHOTOn PHONE: 253-856-5500 CITYOF KENT , bexl�d,lw .mro �, �I KING COUNTY, WASHINGTON James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.) Project Number: 18-3005 ADDENDUM No. 3 May 9, 2018 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: Al III CHANGES ARE RIEIII:1JECbTED IN III I — 8I0QER'5 DOCUMENTS II..ACE the cover of the revised Bidder's Document which was issued in Addendum No. 2 with the attached which reflects the correct date and time bids are due and will open. BIDS AQgEP"TIED UNTIL BID OPENING mey-8-j-204-8 i Ip. unrvx� W i4 rv.. � Mx. END OF ADDENDUM No. 3 Chad Bieren, P.E. Dates 8 Deputy Director/City Engineer d 3 Attachments: YBidder's Document Cover o Mayor Dana Ralph�w � � m�� l �x -�. m , IMm� � xla.lxlxu „xti, al 1 d BIDDER'S NAME CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR James Street Pavement. Rehabilitation (Central Ave. N . to Clark Ave, N . Project Number: 18-3005 BIDS ACCENTED UNTIL BID OPENING May . ,r 201.8 May 17, 2018 9W4 5 A.M. 1 :01 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENIr l W A S H I N 0 T 0 N 1111 D E Section 1 Bidder's Package Section 2 Payment and' Performance Bond and Contract Section 3 Table of Contents Section 4 Dent Special Provisions Section S Kent Standard Plans Section 8 "Url"SD►OT Standard Plans Section 7 Traffic Control Plans Section 8 Prevailing Wagile Rates I CITY OF KENT KING COUNTY, WASHINGTON KENVT SPECIAL PROVISIONS FOR Fames Street Pavement Rehabilitation NCen�tral Ave, N . to Clark Ave, N.) Project Nu�mbbler: 18--3005 BIDS ACCEPTED UNTIL.., DID OPENING; May S. 2018 May 8, 2018 1:45 P.M. 2:00 P.M. DELIVER TO CITY OF KENVT, CITY HALL 220 4th Avenue S., Kent, WA 98032-S89S TIMOTHY J. LAPORTE, P.E. rd 'n PUBLIC WORKS DIRECTOR r r �s 9 ``KEN T ' . , W A 5 H I N G T O N BIDDER'S NAME Kiewit Infrastructure West Co. CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR James Street Pavement Rehabilitation (Central Ave. N . to Clark Ave. N . ) Project Number: 1 -3005 BIOS ACCEPTED UNTIL Q1Q OP9NING 4.....A.C n ■A e a e May 17, 7018 May 17, 2018 9:45 A.M. 10:00 A.MM. DELIVER TO CITY OF KEN'T, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENTT W A 5 N I N G T 0 N ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration — City of Kent Equal Employment Opportunity Policy Administrative Policy 1 .2 — Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Certification of Compliance with Wage Payment Statutes Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Traffic Control Plans Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through May 8, 2018 up to 1:45 p.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 2:00 p.m. for the City of Kent project named as follows: James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.) Project Number: 18-3005 The project consists of 3.5" asphalt cold planing of approximately 3,600 square yards, 8" asphalt cold planing of approximately 4300 square yards, constructing approximately 1000 cubic yards of cement concrete pavement including dowels, approximately 800 ton of asphalt overlay, curb ramps, traffic loops, pavement markings, and other work, all in accordance with the Contract Plans, Kent Special Provisions, and WSDOT Standard Specifications. The Engineer's estimated range for this project is approximately $1,800,000-2,200,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Abdulnaser Almaroof at 253- 856-5535. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Paper copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50 for each set. Plans and specifications can also be downloaded at no charge at OtWU . y/doieLg-business/ "i - ceirerrreDt. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 181h day of April, 2018. BY: "6 (1)-. znu-t�k Kimberley A. gomoitb, City Clerk Published in Daily Journal of Commerce on April 24 and May 1, 2018. CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date May 17, 2018 This statement relates to a proposed contract with the City of Kent named James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.) Project Number: 18-3005 I am the undersigned bidder or prospective contractor. I represent that - 1. I X have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. Kiewit Infrastructure West Co. NAME,-OF IDDER 1r BY: ti. J I NATURE/TITLE Jamie D. Wisenbaker, Senior Vice President 2200 Columbia House Blvd. Vancouver, WA 98661 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) James St Pavement Rehabilitation/Al ma roof 1 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract,- The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract, I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract, the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signin elo , I agree tofulfill the five requirements referenced above. By: .\ ' —di�t.✓� I- rhle D. Wisenbaker For: ewit Infrastructure West Co. Title: Senior Vice President Date: May 17, 2018 James St Pavement Rehabilitation/Alma roof 2 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. James St Pavement Rehabilitation/Almaroof 3 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT i This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of _ Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.)/Project Number: 18-3005 that was entered into on the (Date) between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: �. For: Title: Date: James St Pavement Rehabilitation/Almaroof 4 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Kiewit Infrastructure West Co. has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.)/Project Number: 18-3005 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. OUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. James St Pavement Rehabilitation/Almarcof 5 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ 72,0Jvc�o— $ ZZp�pool WSDOT LUMP SUM Per LS 1010 2-02.5 150 Remove Existing Asphalt $ /S — $ KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 160 Remove Cement Concrete $ $ ,3,oQo — KSP SQ YDS Sidewalk/Driveway Per SY 1025 2-02.5 250 Remove Cement Concrete $ 9— $ Z,Z$0 — KSP LN FT Curb and Gutter Per LF 1050 2-02.5 2,700 Saw Cut Existing Asphalt $ 3. 50 $ KSP LN FT Concrete Pavement Per LF 1055 2-02.5 100 Saw Cut Existing Cement $ 7— $ 700 — KSP LN FT Concrete Sidewalk/Gutter Per LF 1060 2-03.5 50 Roadway Excavation Incl. $ /00J $ WSDOT CU YDS Haul Per CY 1065 2-03.5 30 Unsuitable Foundation $ (06 — $ 1�goo - WSDOT CU YDS Excavation Incl. Haul Per CY 1075 4-03.5 25 Gravel Borrow, Including $ (v0 r $ KSP TONS Haul and Compaction Per TON ($2.50 Min) 1080 4-04.5 425 Crushed Surfacing Top $ $Io $ 361 550 " KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) James St Pavement Rehabilitation/Al ma roof 6 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1100 5 04.5 800 HMA Class 1/2", PG 58V-22 $ 635 — — KSP TONS Per TON 1110 5-04.5 3,600 Planing Bituminous Pavement $ 2l�600 — KSP SQ YDS 3.5 inch Thick Per SY 1115 5-04.5 4,300 Planing Bituminous Pavement $ /4 — $ (06 — KSP SQ YDS 8 Inch Thick Per SY Remove Existing Manhole Frame 1120 7-05.5 9 and Cover and Install New $ /1500_ $ /3,500 — KSP EACH Circular Frame (Ring) and Cover Per EA with Reinforced Cement Concrete Collar 1130 5-05.5 1,000 Cement Concrete Pavement - $ 430 — $ 4302000 KSP CU YDS Including Dowels Per CY 1140 8-06.5 10 Cement Concrete Driveway, $ 330- $ 3� 30p— KSP SQ YDS 8 Inch Depth, Reinforced Per SY 1145 8-14.5 80 Cement Concrete Sidewalk $ J 25— $ /O, 00r0 KSP SQ YDS Per SY 1170 8-14.5 4 Cement Concrete Sidewalk $ � 000— $ /(0,000— KSP EACH Ramp Type Parallel A Per EA 1180 8-14.5 1 Cement Concrete Sidewalk $ t 000— $ �f Ooo' KSP EACH Ramp Type Combination Per EA 1205 8-04.5 250 Cement Concrete Curb and $ gyp — $ /'} 500" KSP LN FT Gutter Per LF James St Pavement Rehabilitation/Almaroof 7 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1211 8-04.5 125 Pedestrian Curb $ S0J $ 6 250� KSP LN FT Per LF 1220 7-05.5 4 Adjust Existing Catch Basin $ /1Z00 - $ KSP EACH Frame and Grate to Finished Per EA Grade 1221 7-05.5 6 Replace Existing Catch Basin $ 11500- $ 9�aD0 - KSP EACH Frame and Grate and Adjust Per EA to Finished Grade 1225 7-05.5 10 Adjust Existing Manhole Frame $ /"500- $ KSP EACH and Cover to Finished Grade with per EA Reinforced Cement Concrete Collar 1227 7-05.5 6 Adjust Existing Manhole $ ItZ-W $ -7200 - KSP EACH Frame and Cover to Finished Per EA Grade 1230 7-12.5 21 Replace Existing Valve Box $ /,Z00- $ ZS,Zov - KSP EACH Top Section and Lid and Per EA Adjust to Finished Grade 1235 7-15.5 1 Meter Box for Up to 1 Inch $ //Zoo - $ /�Z00 - KSP EACH Diameter Service Per EA 1240 8-20.5 1 Adjust Existing Junction Box $ Z1000 $ ;o00 - KSP EACH to Finished Grade Per EA 1250 8-13.5 3 Install New Monument, Case $ /,600 - $ 41600 - KSP EACH and Cover to Finished Grade Per EA 1320 8-30.5 1 Project Sign $ 3,500 - $ 31500 - KSP EACH Per EA James St Pavement Rehabilitation/Almaroof 8 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1330 8-02.5 1 Landscape Restoration $5,000.00* $5,000.00 KSP FORCE Per FA ACCOUNT *Common rice to all bidders 1340 5-04.5 1 Asphalt Cost Price Adjustment $10,000.00* $10,000.00 KSP CALC Per CALC *Common price to all bidders 1355 1-04.4(1) 1 Minor Changes $50,000.00* $50,000.00 WSDOT CALC Per CALC *Common price to all bidders Schedule I Total $ 0 /0, 190 — James St Pavement Rehabilitation/Al ma roof 9 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE I (ALTERNATE) - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. qUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ 200, ocv- $ moo, oop- WSDOT LUMP SUM Per LS 1010 2-02.5 150 Remove Existing Asphalt $ /Ss $ ZJZ50- KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 160 Remove Cement Concrete $ /9 - $ 3,040- KSP SQ YDS Sidewalk/Driveway Per SY 1025 2-02.5 250 Remove Cement Concrete $ 9 - $ Z�Z50- KSP LN FT Curb and Gutter Per LF 1050 2-02.5 1,800 Saw Cut Existing Asphalt $ 3.to $ 61300 - KSP LN FT Concrete Pavement Per LF 1055 2-02.5 100 Saw Cut Existing Cement $ 7- $ WO- KSP LN FT Concrete Sidewalk/Gutter Per LF 1060 2-03.5 50 Roadway Excavation Incl. $ /00 - $ 5,006 WSDOT CU YDS Haul Per CY 1065 2-03.5 30 Unsuitable Foundation $ 60- $ /y900 - WSDOT CU YDS Excavation Incl. Haul Per CY 1075 4-03.5 25 Gravel Borrow, Including $ 60- $ / $00 - KSP TONS Haul and Compaction Per TON ($2.50 Min) 1080 4-04.5 575 Crushed Surfacing Top $ $6 - $ 4`t�9S0� KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) James St Pavement Rehabilitation/Almaroof 10 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE I (ALTERNATE) - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1100 5-04.5 400 HMA Class 1/2", PG 58V-22 $ /SS _ $ 621006 KSP TONS Per TON 1110 5-04.5 1,800 Planing Bituminous Pavement $ 8 - $ 19�gp0 - KSP SQ YDS 3.5 inch Thick Per SY 1115 5-04.5 6,100 Planing Bituminous Pavement $ /6 - $ j7�a0 ' KSP SQ YDS 8 Inch Thick Per SY Remove Existing Manhole Frame 1120 7-05.5 9 and Cover and Install New $ 11500 - $ 13, Soo - KSP EACH Circular Frame (Ring) and Cover Per EA with Reinforced Cement Concrete Collar 1130 5-05.5 1,400 Cement Concrete Pavement - $ ¢DO " $ S60'000 - KSP CU YDS Including Dowels Per CY 1140 8-06.5 10 Cement Concrete Driveway, $ 330- $ 3 300— KSP SQ YDS 8 Inch Depth, Reinforced Per SY 1145 8-14.5 80 Cement Concrete Sidewalk $ 125` $ /O)OOo KSP SQ YDS Per SY 1170 8-14.5 4 Cement Concrete Sidewalk $ t oou- $ Ib 0OQ- KSP EACH Ramp Type Parallel A Per EA 1180 8-14.5 1 Cement Concrete Sidewalk $ 4, 000- $ 00_ KSP EACH Ramp Type Combination Per EA 1205 8-04.5 250 Cement Concrete Curb and $ --TO— $ 1 Soo- KSP LN FT Gutter Per LF James St Pavement Rehabilitation/Al ma roof 11 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE I (ALTERNATE) - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1211 8-04.5 125 Pedestrian Curb $ So' $ 6, 250' KSP LN FT Per LF 1220 7-05.5 4 Adjust Existing Catch Basin $ 1,ZoO- $ 4, 6dp0 - KSP EACH Frame and Grate to Finished Per EA Grade 1221 7-05.5 6 Replace Existing Catch Basin $ /�560 " $ gO00 ' KSP EACH Frame and Grate and Adjust Per EA to Finished Grade 1225 7-05.5 10 Adjust Existing Manhole Frame $ / Sao - $ /5,600 - KSP EACH and Cover to Finished Grade with per EA Reinforced Cement Concrete Collar 1227 7-05.5 6 Adjust Existing Manhole $ /,ZOO - $ 7,Z60 - KSP EACH Frame and Cover to Finished Per EA Grade 1230 7-12.5 21 Replace Existing Valve Box $ /,ZOO - $ 75,ZOO - KSP EACH Top Section and Lid and Per EA Adjust to Finished Grade 1235 7-15.5 1 Meter Box for Up to 1 Inch $ //Zoo $ //Z06 KSP EACH Diameter Service Per EA 1240 8-20.5 1 Adjust Existing Junction Box $ Z,O06 $ Z o60 KSP EACH to Finished Grade Per EA 1250 8-13.5 3 Install New Monument, Case $ /1500- $ KSP EACH and Cover to Finished Grade Per EA 1320 8-30.5 1 Project Sign $ 3,500 ' $ 3,Sro- KSP EACH Per EA James St Pavement Rehabilitation/Alma roof 12 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE I (ALTERNATE) - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1330 8-02.5 1 Landscape Restoration $5,000.00* $5,000.00 KSP FORCE Per FA ACCOUNT *Common price to all bidders 1340 5-04.5 1 Asphalt Cost Price Adjustment $10,000.00* $10,000.00 KSP CALC Per CALC *Common price to all bidders 1355 1-04.4(1) 1 Minor Changes $50,000.00* $50,000.00 WSDOT CALC Per CALC *Common price to all bidders Schedule I (Alternate) Total $ 1. 11L! 2q0 James St Pavement Reba bilitation/Al ma roof 13 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT I 5005 1-10.5 3,650 Traffic Control Labor $ / — $ 3,656 KSP HOURS Per HR 5010 1-10.5 1,400 Construction Signs Class A $ 3o — $ 42000 — WSDOT SQ FT Per SF 5015 1-10.5 370 Traffic Control Supervisor $ 95 - $ 35,/So- KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $ /64000 - $ /6o 000- KSP LUMP SUM Devices Per LS 5030 1-10.5 160 Portable Changeable Message $ /00- $ /6 ,000 — KSP DAYS Sign (PCMS) Per DAY 5035 1-10.5 130 Sequential Arrow Sign (SAS) $ Z5 - $ 3 250 - KSP DAYS Per DAY 5040 1-10.5 2,880 Uniformed Off-Duty Police $ $p- $ Z30Agp- KSP HOURS Officer Per HR ($80.00 Min.) 5120 8-22.5 960 Plastic Crosswalk Line $ 6 ' $ 5,7G0 � WSDOT SQ FT Per SF 5125 8-22.5 3 Plastic Traffic Arrow $ Zox - $ WSDOT EACH Per EA 5135 8-21.5 1 Permanent Signing $ /0,000 ` $ /Oo o - KSP LUMP SUM Per LS James St Pavement Rehabilitation/Almaroof 14 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5150 8-09.5 3 Raised Pavement Marker $ SSO $ 111,50 - WSDOT HUNDRED Type 2 Per HUNDRED 5170 8-22.5 170 Plastic Stop Line $ 8- $ /1360- KSP LN FT (24 Inch Wide) Per LF 5175 $-22.5 1,300 Profiled Plastic Double Yellow $ 6 - $ 7"800 - KSP LN FT Center Line Per LF 5180 8-22.5 2,300 Profiled Plastic Skip Lane Line $ 2 - $ 4 600 - KSP LN FT Per LF 5185 8-22.5 300 Profiled Plastic Wide Lane Line $ ( - $ - KSP LN FT Per LF Schedule V Total $ 5a4,Oz6. James St Pavement Rehabilitation/Alma roof 15 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6000 8-20.5 1 Traffic Signal Modification $ (05"000' $ 65,000 " KSP LUMP SUM Per LS 6010 8-20.5 1 Video Detection System, $ Z51000 $ Z5.000 KSP EACH Complete, Including Per EA Installation Schedule VI Total $ 9o060 — James St Pavement Rehabilitation/Almaroof 16 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7005 8-01.5 80 Filter Fabric Fence $ /5 - $ // Z00 - KSP LN FT PerLF 7015 8-01.5 15 Inlet Protection $ /25 - $ KSP EACH Per EA 7030 8-01.5 130 ESC Lead $ /D $ /7 300 KSP HOURS Per HR 7040 1-07.15(1) 1 SPCC Plan $ 51000 - $ WSDOT LUMP SUM Per LS S,Oob� 7050 8-01.5 250 Street Cleaning $ /70 - $ 44150 WSDOT HOURS Per HR 7055 8-01.5 1 Erosion/Water Pollution $10,000.00* $10,000.()0 WSDOT FORCE Control Per FA ACCOUNT *Common once to all bidders Schedule VII Total $ 6 r S7,9 James St Pavement Rehabilitation/Al ma roof 17 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 BID SUMMARY OPTIONeN 1: Schedule It 1,1C7. 2cl0— Street Schedule V ' ,0,912 Traffic Control Schedule VI P1o,006 Electrical Schedule VII 76 Temporary Erosion &Sedimentation Control TOTAL BID AMOUNT lu- OPTION 1 OPTIONrN 2: //- Schedule I (Alternate) f' `, zl ii, 2qc) Street Schedule V 1, OZO — Traffic Control Schedule VI `JO�app — Electrical Schedule VII 41, 975 — Temporary Erosion & Sedimentation Control TOTAL BID AMOUNT sg 1, 590, 135` OPTION 2 James St Pavement Rehabilitation/Alma roof 18 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: J@me§ Stregilt PlIvep3gnt Rehabilitation (Central Ave. N. to Clark Ave- N-1 Project Number: 18-30DS Subcontractor Name IJ0A/E Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name _ Item Numbers Subcontractor Name Item Numbers Subcontractor Name .._........ Item Numbers CONTRACTOR'S SIGNATURE _ .......... James St Pavement Rehabilitation/Alma roof Jamie D. Wisenbaker May 8, 2018 Project Number: 18-3005 Senior Vice President REVISED PER ADDENDUM 2 SUBCONTRACTOR LIST i (Contracts over 1 million dollars) i i Name of Bidder: Kiewit Infrastructure West Co. Project Name: James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.l Project Number: 18-3005 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: IfOn1E Plumbing Subcontractor Name: . IJn14t Electrical Subcontractor Name„ 7,f4N v A)--7-A .,r y � ii✓� . May 17, 2018 Sign at e of Bidder Date Jamie 11, Wisenbaker, Senior Vice President James St Pavement Rehabilitation/Almaroof 20 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 CONTRACTOR'S QUALIFICATION STATEMENT (RCIW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. James St Pavement Rehabilitation/Almaroof 21 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: Kiewit Infrastructure West Co. NAME: Jamie D. Wisenbaker, Senior Vice President ADDRESS: 2200 Columbia House Blvd. Vancouver, WA 98661 PRINCIPAL OFFICE: Kiewit Infrastructure West Co. ADDRESS: 2200 Columbia House Blvd, Vancouver, WA 98661 PHONE: (360) 693-1478 FAX: (360) 693-5582 STATUTORY REQUIREMENTS - Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. Please see Exhibit 1 1.2 Provide your current state unified business identifier number. WA UBI 600-454-043 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. Please see Exhibit 2 James St Pavement Rehabilitation/Almaroof 22 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). Please see Exhibit 3 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. Please see Exhibit 4 SUPPLEMENTAL CRITERIA — Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 36 Years 2.2 How many years has your organization been in business under its present business name? 8 years (June 30, 2010) 2.2.1 Under what other or former names has your organization operated? Kiewit Pacific Co. (name change only) 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: May 18, 1982 2.3.2 State of incorporation: Delaware 2.3.3 President's name: 2.3.4 Vice-president's name(s): Please see Exhibit 5 2.3.5 Secretary's name: (Officers' List) 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: N/A 2.4.1 Date of organization: N/A 2.4.2 Type of partnership (if applicable): N/A 2.4.3 Name(s) of general partner(s): N/A 2.5 If your organization is individually owned, answer the following: N/A 2.5.1 Date of organization: N/A 2.5.2 Name of owner: N/A 2.6 If the form of your organization is other than those listed above, describe it and name the principals: N/A James St Pavement Rehabilitation/Al ma roof 23 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. Please see Exhibit 6 3.2 List jurisdictions in which your organization's partnership or trade name is filed. 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. Heavy Civil Construction 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to It? No 4.2.2 Are there any judgments, claims, arbitration proceedings or suits Please see pending or outstanding against your organization or its officers? Exhibit 7 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? Please see Exhibit 8 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) Please see Exhibit 9 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. Please see Exhibit 9 4.4.1 State total worth of work in progress and under contract: $2,854,829,759 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. Please see Exhibit 10 4.5.1 State average annual amount of construction work performed during the past five years: $983,608,750 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. Please see Exhibit 5 4.7 On a separate sheet, list your major equipment. Please see Exhibit 11 S. REFERENCES 5.1 Trade References: Please see Exhibit 12 James St Pavement Rehabilitation/Almaroof 24 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 5.2 Bank References: Please see Exhibit 12 for Trade References, 5.3 Surety: Bank References, and Surety Information 5.3.1 Name of bonding company: 5.3.2 Name and address of agent: 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Please see Exhibit 13 Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: KPMG LLP, 1212 NE 96th Street, Suite 300m Omaha, NE 68114, Dated March 22, 2018 6.1.3 Is the attached financial statement for the identical organization named on page one? Yes 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). N/A 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? Yes 7. SIGNATURE 7.1 Dated at this 10th day of May , 2018. James St Pavement Rehabilitation/Alma roof 25 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 Name of Organization: Kiewit Infrastructure West Co. By: ............. Title: Jamie D. i�baker, Senior Vice President 7.2 Jamie D. Wisenbaker , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this ��day of MAU 2018. Notary Public: � r4 .�.., ��4�s i i 1 fa(drrir My Commission Expires: Ca '•. PaU01ING 1, Ao 96 y0ll �XOF Y%N f,' ljW James St Pavement Rehabilitation/Almaroof 26 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 ��oaw-n�� vwww CONTRACTOR'S QUALIFICATION STATEMENT— EXHIBIT 1 SECTION 1-STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. Department of Labor and Industries KIEWIT INFRASTRUCTURE WEST CO PO Box 44450 Olympia,WA 9 6 5 04-445 0 Reg:CC KIE1h'1W904MI UK 600-454-043 Registered as provided by Law as: Construction Contrutor ,(CCOI)-GENERAL KIEWIT INFRASTRUCTURE WEST CO Effective Dace:7121/2010 1000 KIEWIT PLAZA Expiration Date:'3/l/2020 ATTN:STACEY LAMB OMAHA NE 68131 Kiewlit 0 W s � A RlI �hY i xn� CONTRACTOR'S QUALIFICATION STATEMENT— EXHIBIT 2 SECTION I—STATUTORY REQUIREMENTS 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Kiewit Infrastructure West Co.'s Employment Security Department Number is 000-532201-00-7 and State Excise Tax Registration Number is 600-454-043. P'" s '� BUSINESS ESN LICENSE , .. f, WASHolWA(3ll11 VV/ `I Unified Business I➢ t: 600 454 C45 tl�t Forelan Profit Corooratisn Bwina" I➢ S: 1 Lscetlona 1 �I RIEWIT INFRASTRUCTURE WEST CO. �? 3555 FARNAM ST Qm ➢MAHA TAX REGISTRATION IN➢USTRIAL INSURANCE UNEMPLOYMENT INSURANCE LICENSING RESTRICTIONS, Net 1las..d to hire miners without a Minor Wcrk Permit. BL � tl ii Gr tlhw AnWmemara hm )h gIMLm J n PO nw.i4 rl abVry „1wW f,l wo+ { mm�itx(,yf5nva Hya,a pYan},lhtrRka l o6u181. ndly tlh,Ir.Ar rvl r Fhc,rA�l esn6n 1 wa,aurnplb.+u uew mrWJmeeuru¢W U5 Whm 1rrv51 of lM,Sm 4v,u kl 1 Jp., lil i1 l I4 Gs _ _ r i vr+nr4RmaAdn rnrvtyluneh lbt 4u dAml, I Ic Mlunh+ [! t ar„u,w,l ! ry mxl r n a U a eaa(N n ,,.,,.<.� Ins. Kiewit W � GZ&�� AW CONTRACTOR'S QUALIFICATION STATEMENT— EXHIBIT 3 SECTION I—STATUTORY REQUIREMENTS Statement in response to Question 1.4 Neither Kiewit Infrastructure West Co., nor any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not or have not been in the past three years, disqualified from-bidding on any public works contracts under RCW 39.06.010 or 39.12.065 (3). May 8, 2018 Jamie D, W" nbaker, Senior Vice President Date — .......... . KI'ewit g LL W A LL ® d LL ' � LL a Q �r a W u axmmmi CONTRACTOR'S QUALIFICATION STATEMENT— EXHIBIT 4 SECTION 1—STATUTORY REQUIREMENTS Statement in response to Question 1.5 Within the past three (3) years immediately preceding the bid solicitation date, Kiewit Infrastructure West Co. is not a "willful'violator as defined in RCW 49.48.082, or any provisions of chapters 49.46, 49.48, or 49,52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgement entered by a court of limited or general jurisdiction. I hereby declare, under the penalty of perjury, under the laws of the State of Washington, that the foregoing is true and correct. May 8, 2018 Jamie D. 71enbaker, Senior Vice President Date _.....__ 1ewit a m re CONTRACTOR'S QUALIFICATION STATEMENT— EXHIBIT 5 SECTION 2 - ORGANIZATION 2.3 If your organization is a corporation, list the President, Vice-President, Secretary, and Treasurer. 4.6 List the construction experience and present commitments of the key individuals of your organization. opt i, Miles, David J, President 1 Director 31 Executive&Su erviso Heavy Hi hw� Schmidt, Scott A. CFO Treasurer 13 Executive&Supervisory Construction Adams, H. E. Executive Vice President 38 Executive&Supervisory Heavy Highway -- . .....—. __.. — Glaser,William D Executive Vice President 26 Executive&Supervisor ._-.m..._ Construction Sori,Alfredo E. Executive Vice President 28 Executive&Supervisory Superviiory Construction Petersen,Jeffrey P, Senior Vice President 29 Executive&Supervisory Construction Scott. Eric M, Senior Vice President 25 Executive&Supervisory Construction _.._ _ _......... ..... .................................... ......... ...........------- Soderber , Patrick A. Senior Vice President 33 Executive&Supervisory Construction Swinton,Matt L. Senior Vice President 19 _ Executive&Supervisory Heavy Hidhwa Van Wagner,Eugene D. I II Senior Vice President 18 Executive&Suerviso y Construction .. . ... Vetter,J.D. Senior Vice President 19 Executive&Supervisory Construction Wisenbaker, Jamie D. Senior Vice President 28 Executive&Supervisory Construction _._._........._..................m.... .._..... ._.-_...... ........._........mm-.........-....,..........._........................... Arviso,Jeffrey C. Vice President 16 Executive&Supervisory Construction Bolen Kent A Vice President 29 Executive&Supervisory Construction Buford,Tyler L. Vice reskfWt 19 Executive&Supervisory Construction Ellis Jeffrey Vice President 30 Executive&Supervisory Construction ._._.__�....�...�............................. ....... w.._. Giuntini,Paul H. Vice President 35 Executive&Supervisory Heavy Hiahwav --... ..............._..__.._.....----...----------------------- ...__ Jovice.Tonv Vice President 17 Executive&Supervisory Construction McFadden, Steven M. Vice President 24 Executive&Supervisory Construction —_ ....... ._......_ Nelson, Erik A Vice President 27 Executive&Supervisory Construction Peplow,Andrew J, Vice President 31 Executive&Supervisory Bwldinq - __.. ....-..... Robinson, Terrence L, Vice President 26 Executive&Supervisory Construction _..........................................-----------------------....----........------------------ --------- - __ Schropp. Tobin A. Vice President 24 Executive&Supervisory Tax-Legal _ Seare,John M, Vice President 29 Executive&Supervisory Construction ... ...........--. Westland, Bill L. Vice President 24 Executive&Supervisory Construction -_..._. _--.........m..m...._� .. Carnazzo, Mary M. Secretary --3 Business Business ��.. -.. Kie wit CONTRACTOR'S QUALIFICATION STATEMENT— EXHIBIT 6 SECTION 3 - LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate the license numbers, if applicable. 3.2 List jurisdictions in which your organization's partnership or trade name is filed. Alaska 946021 State Business License(23-Construction) CONE35670 General Contractor(excludes residential) Arizona ROC264746 General Engineering(Class A) ROC281919 General Building(Class B-1) California 433176 General: Class A General Engineerinq Class B General Building Class C-10 Electrical 000001147 Department of Industrial Relations, Public Works Registration CT-12087 m ...,...,.,..,., Corporate License"ABC Class A General Engineering; Class B General Building; Class C- Hawaii 13 Electrical; Class C-31 Masonry; Class C-37 Plumbing; Class C-48 Structural Steel; Class C-63 High Voltage Electrical; Class C-14 Sign Idaho 10689-U-123 Public Works Contractor License-Unlimited REC-18179 Contractor Registration _..............., .................__ Montana 34719 Contractor Registration _...............m......._____ _....._._.. 75090 Class A General Engineering-Unlimited Nevada 0082763 Class B General Engineering-Unlimited - .-_......_mm....... _ BPC-16-04-25-0539 CerCificake of Eligibility for Bidding Preference Class A Oregon 63471 .m.. General Contractor Utah 7701465-5501 General Engineering(E100);General Building (B100) .......- --------- ... .. .. Washington KIEWIIW904M1 Contractor Registration ................... -- K1e111 it ,g 1p pp m W CONTRACTOR'S QUALIFICATION STATEMENT— EXHIBIT 7 SECTION 4- EXPERIENCE 4.2.2 Are there any judgements, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? t.itw �,.'.,�.� r,r, Northstar CG, LP v. Superior Court for the State of 22239 SR 520 Matter involves a backcharge claim against KiewitlGeneral/Manson,A JV Washington; 17-2-32657-SEA Floating Bridge& our demolition subcontractor, NorthStar. et al Landing NorthStar is also submitting claims packages and will be submitting a schedule and quantum package providing the amount of such claims. OneSource Distributors LLC v. Superior Court of the State of 10 3399 Foothill Defense and indemnity of project owner and Metro Gold Line Foothill California; BC640526 Extension payment bond surety. Lower tier supplier Extension Construction Date Filed: 11/23/2016 payment dispute with JV's supplier. JV not Authority, at al., Superior Court named in the lawsuit, but JV providing BC640526 defense and indemnity as required under prime contract and surety general indemnity agreement. Sierra Home Owners Superior Court of the State of 564-22330 Lawsuit by Sierra Home Owners Association Association v Metro Gold Line California; BC580891 Foothill Extension alleging damaged HOA pre-existing retaining Foothill Extension Construction Date Filed:05/05/2015 Phase 2A wall in connection with the Foothill Extension Authority; Los Angeles County Phase 2A project in Azusa, California. Metropolitan Transportation Authority; Foothill Transit Constructors; Pasadena to Montclair Metro Blue Line Construction Authority and DOES 1 through 100, inclusive ....... Kiewft ro CONTRACTOR'S QUALIFICATION STATEMENT — EXHIBIT 8 SECTION 4- EXPERIENCE 413 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the past five years? Af Kiewit Infrastructure West Co. United States District Court 102411 Glenn Lawsuit against Hanson Alaska Professional v. Hanson Professional for the District of Alaska; Highway Services, Inc. alleging untimely and negligent Services, Inc. 3:16CV00129RRB performance of design duties in connection Date Filed:06/22/2016 with the Glenn Highway Capacity Improvements Project in Eagle River,Alaska. Status: Ongoing Kiewit-General-Manson,a JV Superior Court of Washington 563-22239 SR The City of Kenmore issued a"final land use v. City of Kenmore,et al. for King County; 16-2-08900- 520 Floating decision"asserting that KGM was not 3SEA Bridge permitted under its legal nonconforming use to Date Filed:04/15/2016 use its yard in Kenmore to"decommission" the original SR 520 Floating Bridge.A lawsuit was fled as required under Washington's Land Use Petition Act seeking a determination that the decision was in error. KGM's landlords are also parties and filed their own separate and related action in the same court. KGM and the landlords also filed an administrative appeal with the City of Kenmore. Status: Settled 8116 Kiewit Infrastructure West Co, The United States Court of 102012- Lawsuit against the United States alleging v. The United States Federal Claims; 16-45C Deweyville costs incurred in connection with Changes Date Filed:01/1112016 and Constructive Changes in connection with the Deweyville Trailhead to Neck Lake Road located on Prince of Wales Island, Southeast Alaska. Status: Ongoing Kiewit-General,A Joint Venture Pollution Control Hearings 14285-520 Kiewit seeks an order vacating and remanding v.Washington State Board State of Washington; Pontoons Ecology's Notice of Penalty Docket#12966,or Department of Ecology PHCB No. 15-136 such alternative relief as the Board deems just Date Filed: 1112412015 and reasonable. Status: Settled 8116 Kiewit Pacific Co. nikia Kiewit California Office of 129521-405 Arbitration of numerous disputes with Infrastructure West Co. v. Los Administrative Hearings Sepulveda Pass LACMTA over construction of 1-406 Sepulveda Angeles County Metropolitan Date Filed.0511512015 Widening Pass Widening Project in Los Angeles, Transportation Authority California. Status: Settled 1/17 (Arbitration) _ Kiewit Infrastructure West Co. Superior Court of the State of 129521-405 Lawsuit against owner seeking declaratory v. Los Angeles County California; BC545331 Sepulveda Pass relief regarding the Disputes Review Board Metropolitan Transportation Date Filed:0511212014 Widening process and alleging Breach of Contract, Authority Anticipatory Breach of Contract,and Breach of Duty of Good Faith and Fair Dealing in connection with the 1-405 Sepulveda Pass Widening in Los Angeles, California. Status: Status:Withdrawn to pursue arbitration. -_-...._. ......— ... ... ....__.. __. ._ . ... OF/ CONTRACTOR'S QUALIFICATION STATEMENT— EXHIBIT 9 SECTION 4- EXPERIENCE 4.4 List major construction projects your organization has in progress, giving the name of the project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. Kiewit Infrastructure West Co. major construction projects currently in progress (over$10 million). Elm �i ; ,, is e ° Dalles Dam Fish Ladder Auxiliary $27,822,664 U.S.Army Corps of Engineers 05101/2018 93.2% Water Supply, Dallesport, WA Architect/Design Engineer.NA ....._........._,.........__...,.__ . Project Neon $598,169,280 Nevada Department of Transportation 11/15/2019 61.5% Las Vegas, NV ArchitecUDesign Engineer.,NA Crystal Springs Bridge $12,346,015 County of San Mateo 10117/2018 91.3% San Mateo, CA Architect/Design Engineer.NA Jetty A Rehabilitation $19,967,577 U.S.Army Corps of Engineer 08/01/2018 98.1% Ilwaco, WA Architect/Design Engineer.NA Pinole-Hercules WPCP Upgrade $43,701,436 City of Pinole California 11/17/2018 72.2% Pinole, CA Architect/Design Engineer.NA nglewood Stadium $548,000,000 Turner Hunt,A Joint Venture 02/28/2019 58.3% Inglewood, CA Architect/Design Engineer.NA Fullerton Creek Channel $13,505,801 Orange County Civic Center Authority 06/15/2018 53 4% Improvements, Buena Park, CA ArchitecUDesign Engineer:NA _......__,_,_,_....._,_,...., ............_m .mmm_..........._._....., . _.. .. ._..... .................................................................._.._......................_............. .............. Mesa Waterline Relocation $11,607,987 Southern California Edison 06/09/2018 93,3% Los Angeles, CA Architect/Design Engineer.NA Intel Water Treatment $24,015,476 MWH Constructors 10116/2018 93.6% Hillsboro, OR Architect/Design Engineer.NA _........... ......................................................... ........ ...... ... Lower Owens Emergency Work $14,472 893 Los Angeles Dept of Water&Power 06/15/2018 96.1% Lone Pine, CA ArchitectDesign Engineer:NA Lahaina WWRF Modification $45,512,171 Department of Water,County of Maui 12/31/2019 34.0% Stage 1A,Lahaina, HI ArchitecUDesign Engineer:NA Upper Stone Canyon Reservoir $23,787,782 Los Angeles Department of Water/Power 05/15/2019 34.3% Los Angeles, CA Architect/Design Engineer,NA _.--... --- ._....... ..................... --...--- _.._.. LCIS Rehab Blackwelder to Olympic $20,484,960 City of Los Angeles California 07/1312019 24.0% Los Angeles, CA Architect/Design Engineer.NA KenUAUburn Conveyance System $19,076,753 King County, Washington 02124/201.9....,....,.... m60 3%........_ Improvements, Kent, WA Architect/Design Engineer.NA Permanente Creek—McKelvey Park $15,783,699 Santa Clara Valley Water District 0412712019 44 9% Mountain View, CA ArchitecUDesign Engineer:NA Edinger Bridge at Bolsa Chica $14,372,967 _ Orange County, California 12/31/2018 Channel,Huntington Beach, CA Architect/Design Engineer NA Willamette National Cemetery $34,403,761 U.S. Department of Veterans Affairs 12/30/2020 7.4% Portland, OR Architecf/Design Engineer.NA ...... — _. N W W CONTRACTOR'S QUALIFICATION STATEMENT— EXHIBIT 9 SECTION 4- EXPERIENCE 4.4 List major construction projects your organization has in progress, giving the name of the project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. Kiewit Infrastructure West Co. major construction projects currently in progress(over$10 million). M I° Y' OI 91, ilp 4q, Dalles Dam Fish Ladder Auxiliary $27,822,664 U.S.Army Corps of Engineers 05/01/2018 93.2% Water Supply, Dallesport, WA ArchitecVDesign Engineer:NA Project Neon $598,169,280 Nevada Department of Transportation 11/15/2019 61 5% Las Vegas,NV Architect/Design Engineer:NA -- —.... ....---------------------- ... ------ ------- Crystal Springs Bridge $12,346,015 County of San Mateo 10/17/2018 _.... 91.3%......... San Mateo, CA ArchitectlDesign Engineer:NA Jetty A Rehabilitation $19,967,577 U.S.Army Corps of Engineer 08/01/2018 98.1% llwaco, WA Architect/Design Engineer:NA Pinole-Hercules WPCP Upgrade $43,701,436 City of Pinole, California 11/1712018 72.2% Pinole, CA Architect/Design Engineer:NA —... ---- Inglewood Stadium $548,000,000 Turner Hunt,A Joint Venture 02/28/2019 mmmITmm 58 3% Inglewood, CA Architect/Design Engineer NA Fullerton Creek Channel $13,505,801 Orange County Civic Center Authority 06/15/2018 53,4% Improvements, Buena Park, CA Architect/Design Engineer.-NA - ........................_,_._..-................. Mesa Waterline Relocation $11,607,987 Southern California Edison 06/0912018 93.3% _ Los Angeles, CA ArchitecUDesign Engineer:NA Intel Water Treatment $24,015 476 MWH Constructors 10/1612018 93.6% Hillsboro, OR Architect/Design Engineer:NA Lower Owens Emergency Work $14,472,893 Los Angeles Dept.of Water&Power 06/15/2018 96.1% Lone Pine, CA Architect/Design Engineer NA Lahaina WWRF Modification $45,512,171 — Department of Water, County of Maui 12/31/2019 34,0% Stage 1A,Lahaina, HI Architect/Design Engineer:NA Upper Stone Canyon Reservoir $23787,782 T M` Los..... ngeles Department of Water/Power m05/15/2019 34.3% Los Angeles, CA Architect/Design Engineer. NA .................. LCIS Rehab Blackwelder to Olympic $20,484,960 City of Los Angeles, California mm 07m11m3/2019 24.0% Los Angeles, CA ArchitectlDesign Engineer:NA .. .......... ................... _. -.. Kent/Auburn Conveyance System $19,076,753 King County,Washington .......—._,_,..... 02/24/2019 60.3%_._.. - Improvements, Kent, WA Architect/Design Engineer:NA Permanents Creek-McKelvey Park $15,783,699 i Santa Clara Valley Water District 04/27/2019.......m.... 44.9%.___ Mountain View, CA Architect/Design Engineer:NA ....mmm ........._.__. Edin .................__ ger Bridge at Bolsa Chico $14,372,967 Orange County, California 12/31/2018 47.9616 ...... Channel, Huntington Beach, CA ArchitectlDesign Engineer. NA .... -.-..........- Willamette National Cemetery $34,403,761 U.S. Department of Veterans Affairs 12/3012020 7.4% Portland, OR Architect/Design Engineer:NA -- KleWlt 4 A a a WW OF/ Mre m = m V@ a W01/26/201M9 Oroville Dam Interim Spillway $522,162,682 California Dept.of Water Resources 53.4%N ., Repair, Croville, CA Architect/Design Engineer:NA Van Nuys North Platform $18,820 820 Southern California Regional Authority 1 08/01/2019 21,5% Van Nuys, CA Architect/Design Engineer. NA ................................ _..._ ._. Riverside National Cemetery $40,708,707 U.S. Department of Veterans Affairs 10/08/2019 10.8% Riverside, CA Architect/Design Engineer:NA _............m..................... _. Carson Advanced Water Treatment $13,856,000 Metropolitan Water District of S. CA 11/21/2018 24.5% Carson, CA Architect/Design Engineer:NA Second Lower Feeder PCCP Rehab $19,362,000 Metropolitan Water District of S. CA 07/31/2018 48.9% Long Beach, CA Architect/Design Engineer NA _.a. 'a'..___.___.____n--(U . Kahanahou WWPS U rode— $17,147,287 Gt antl Count of Honolulu �' 0 610 112 0 1 9.............. �18.4__..__.... P9 Y Y Force Main,Kaneohe, Hi Architect/Design Engineer:NA Santa Anita Dam Spillway $25 220 660 Los Angeles County Dept. Public Works 07/10/2020 3.3% Modifications, Monrovia, CA Architect/Design Engineer:NA SR58 Kramer Junction $162,008,416 California Dept.of Transportation 1 0/0 112 0 1 9mmmm .m m6.1% Boron, CA Architect/Design Engineer:NA __...._. .......... ......_... — Kapalama Container Terminal Yard $141,958 593 Hawaii Dept. of Transportation 07/30/2020 3.20% Honolulu, HI Architect/Design Engineer:NA Terror Lake Upper Hidden Basin $71,127 026 Kodiak Electnc Association 11/27/2019 0 1% Kodiak,AK Architect/Design Engineer:NA .-...........-------------------- -- H-1 Shoulder Work&PCCP Rehab $60,681,000 Hawaii Dept,of Transportation 05l04/2020 _ 3.8 0 Aiea, Hl Architect/Design Engineer:NA b p CONTRACTOR'S QUALIFICATION STATEMENT- EXHIBIT 10 SECTION 4- EXPERIENCE 4.5 List the major projects your organization has completed in the past five years, giving the name of the project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. Kiewit Infrastructure West Co. major construction projects completed in the past five years(over$10 million). m E m Napa Valley Wine Train $33,823,291 U.S.Army Corps of Engineers Jun.2013 81% Napa, CA ArchitecbDesign Engineer.NA 1405 Sepulveda Pass Widening $1,298,659,093 Los Angeles County Metro Trans Authority Dec.2017 52% Las Angeles, CA Arch tect/Design Engineer.NA Farrington Guideway $677,699,253 City and County of Honolulu Sep.2017 92% Waipahu,HI Architect/Design Engineer.,NA Kaumualii Highway Widening $43,439.594 Hawaii Dept.of Transportation Jan.2013 76% Lihue, HI ArchitecbDesign Engineer.NA Crane Valley Dam $62,831,527 Pacific Gas&Electric Company Oct.2013 69% Wishon, CA ArchitecbDesign Engineer. NA Crystal Springs $132,421,418 San Francisco Public Utilities Commission Oct 2015 52% San Mateo, CA ArchitecbDesign Engineer:NA Willamette River Bridge $124,824,183 Tri-Met ___ Dec.2014 63% Portland, OR ArchitecbDesign Engineer:NA Devirs Slide Tunnel $409,857,249 California Dept.of Transportation —Feb,2014 75% Mortara, CA ArchitecbDesign Engineer.NA -- Perris $152,520,367 Eastern Municipal Water District Apr.2014 72% Perris, CA ArchitecbDesign Engineer:NA Northern Rail Extension Ph. 1 $155,028,844 Alaska Railroad Corporation Sep.2014 95% Salcha,AK ArchitecbDesign Engineer.NA Lihue Mill Bridge $45,155,540 Hawaii Dept.of Transportation Aug.2015 60% Lihue, Hi Architect/Design Engineer. NA Deweyville $40,82fi,122 Federal Highway Administration Feb.2015 74% Prince of Wales,AK ArchitecbDesign Engineer.NA ............................_.... Folsom Dam Phase IV $326,706,914 U.S.Army Corps of Engineers May 2017 77% Folsom, CA ArchitecbDesign Engineer:NA Avienda Rio Salado/Broadway $39,600,000 City of Phoenix,Arizona _._ —Apr.2017 60% Road:51st Ave to 7th St CMAR ArchitecbDesign Engineer.NA Phoenix,AZ _ ..................... Newport Force Main Rehab S45,103,151 Orange County, California �.mm May 2016 63% Newport Beach, CA Arch tecYDesign Engineer:NA Kodiak Airport RSA $58,846,784 Alaska Dept.of Trans.&Public Facilities Dec.2015 89% Kodiak,AK ArchitecbDesign Engineer.NA b G 9 lHorolulu Airport rv .�Taxiway Z $32,808,030 Hawaii Dept.of Transportation Aug.2016 69% °Molulu,HI Honolulu, HI Glenn Highway Capacity $42,361,278 Alaska Dept.of Trans. &Public Facilities May 2016 59% Improvements, Eagle River,AK ArchitecUDesign Engineer:NA Val Vista Water Transmission $12,365,431 City of Phoenix,Arizona Dec.2015 73% Tempe,AZ ArchitecUDesign Engineer NA — Oct........... Black Mountain Blvd CMAR $17,837,567 Arizona Dept of Transportation O 2016 56% Phoenix,AZ ArchdecUDesign Engineer.:NA Parks Highway Grade Separation $23,883,454 Alaska Dept.of Trans.&Public Facilities Aug.2016 75%° Talkeetna,AK ArchitecUDesign Engineer:NA CRA Erosion Curbing $16,669,000 Metropolitan Water District of S. CA Oct.2016 75% Earp, CA ArchitecUDesign Engineer:NA ...._ Harry Tracy Water Treatment Plan $196,378,000 San Francisco Public Utilities Commission Sep.2016 (HTWTP) Long Term Improvements ArchitecUDesign Engineer:NA San Mateo, CA GislerlRed Hill Trunk Improvements $16,276,192 Orange County,California Nov.2017 75% Tustin, CA ArchitecUDesign Engineer NA Etiwanda Pipeline North Liner $11,735,900 Metropolitan Water District of S.CA Feb.2017 _ 519/6 Repair ArchitecUDesign Engineer:NA Fontana, CA St. Paul Breakwater $19,003,886 U.S.Army Corps of Engineers Dec.2017 96% St, Paul Island,AK Architect/Design Engineer. NA Kent 2121h Street&720°Avenue $1,431,487 City of Kent,Washington Dec.2017 63% Improvements ArchitecUDesign Engineer:NA Kent, WA 520 Pontoons $224,465,602 Washington State Dept.of Transportation Dec.2015 76% Aberdeen, WA ArchitecUDesign Engineer:NA .m.................. Central Mesa Light Rail Extension $132,900,000 Valley Metro Nov.2015 55% Design-Build ArchitecUDesign Engineer NA Mesa,AZ Kamehameha Guideway $402,283,323 City and County of Honolulu Mar.2018 14% Waipahu, HI Arch tecUDesign Engineer:NA U 0 CONTRACTOR'S QUALIFICATION STATEMENT— EXHIBIT 11 SECTION 4- EXPERIENCE 4.7 List your major equipment. Attached is the equipment available to Kiewit Infrastructure West Co. 19lKiewit EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT -- Equipment&Fixtures �' Mach&Equip Recon Acct 1......-- ---...-- ---- ----. _.. .--- -------- ----._..._. .____-__ _... ASSET# AGEYRS COST ACCUMDEPR BOOKVALUE ASSET# AGEIYRS COST ACCUMDEPR BOOKVALUE 90001025 0 64,011 0 64,011 30010201 4 51,559 48,589 2,970 02-10 PICKUP 314 TON FORD-F-250 SERIAL#'. iFTSF2B6XGEC33993 03-26 FORD F-350 SERIAL M 1FDAF56R09EB05802 90001024 0 40,990 0 40,990 300102DO 4 51,559 48,589 2,970 02-10 PICKUP 3/4 TON FORDI SERIAL 1FTBF2A62GEC33980 03-26 FORD F-350 SERIAL#: iFD6W3063CEB82003 9WO1023 0 40,990 0 40,990 30010198 4 51,669 48,589 2,970 02-10 PICKUP 3/4 TON FORD-F-250 SERIAL#: 1FTSF2A655EC33979 03-26 FORD F.W0 SERIAL#: 1FD8W3G6XCEB62001 90001022 0 40,990 0 40,990 30010199 4 51559 48,589 2,970 02-10 PICKUP 3/4 TON FORD-F-250 SERIAL#: 1 FTBF2A60GEC33976 03-26 FORD F-350 SERIAL 1FDSW3G610EB82002 90001021 0 40.990 0 40,990 30009717 4 91,963 B6,666 5,297 02.10 PICKUP 3/4 TON FORD-F-250 SERIAL#: 1FTBF2A69GEC33975 03-31 INTERNATIONAL 430UM7 SERIAL#: IHTJTBMBDH331760 90001026 0 64,011 0 64,011 30011227 3 306,061 217,916 86,146 02-12 PICKUP 3/4 TON 4X4 FORD-F-250 SERIAL#: 1F7BF2B61GEC339B4 03-62 TRUCK BOOM MED,RAIL- SERIAL#, IHTGSSJTSEH767092 UTILITY INTERNATIONAL 76DO 90001007 0 26,833 0 26,833 30010136 5 38.861 36.623 2,238 03-70 TRUCK TRAFFIC SHOPBWLT-CRASH SERIAL#: #NIA ITON VAN SERIAL#: 1FBNE313L]C MA 57 BODY 30010345 5 35,010 32,993 2,017 90000975 0 190,365 0 190.365 1TON VAN SERIAL#: 1FTSS3EL2CDAB6805 2016 SHOP BUILT COMBINATION BODY SERIAL#: 2NKHHJ7VHM162242 30010137 5 38,861 36.623 2,238 90001018 0 124.796 0 124.796 1TON VAN SERIAL : 1FBNE381_9cDA7758 55-02 SHOP BUILT-LUBE/FUEL BODY SERIAL : #NIA 30009998 5 640,000 603,136 36,864 90000998 0 98,142 0 98,142 100 TON CRAWLER CRANE SERIAL#: 547407 FORD-F650 CC SERIAL#. #NIA 30010369 5 649,933 612,497 37,436 EQUIPMENT&FIXTURES 100 TON RT CRANE SERIAL 0: 547489 TOTAL- 732,109 0 732,109 30010192 4 167,277 157,642 9,635 - _ _ 10-4 Caterpillar 3140 LCR SERIAL SSZ00648 _ - Inter Company Ell mina tlo-n - 1 30010191 4 209,782 197,699 12,063 - -� -J 10.6 Caterpillar 321 D LCR SERIAL MPGW391 ASSET# AGER'RS COST ACCUMDEPR BOOKVALUE 30010082 5 137,002 129,111 7,891 9999999 1,146.165 3,850,533 -2,7134,368 12000 LB FORKLIFT SERIAL#: XR1255021291666 INTER-COMPANY ELIM SERIAL#: 30010079 5 137.002 129,111 7,891 9999999 4,891,892 4,873,514 16,378 12000 LB FORKLIFT SERIAL#: XR12MU11291W INTER-COMPANY ELIMIN SERIAL# 30010078 5 137,DO2 129,111 7,891 _ _.____.................................._..............,_,..,_,_,_._... ....___ 12000 LB FORKLIFT SERIAL M XR1255011291663 INTER-COMPANY ELIMINATION ___ 30010286 5 127,816 120,453 7,362 TOTAL- 6,038,057 8,724,047 -2,685,990 12000 LB FORKU FT SERIAL#: XR1245051291717 30010284 5 127,815 120,453 7,362 -- Maeh&,Equip Recon Acd ,,,,� 12000 LB FORKLIFT SERIAL XR1245041291714 ASSET# AGE/YRS COST ACCUM DEPR BOOK VALUE 30010083 5 137,002 129,111 7,891 12000 LB FORKLIFT SERIAL#: XR1255021291667 30001832 22 83,561 83.561 0 30009922 5 123,425 116,316 7,109 SERIAL TTL07940001 12000 LB FORKLIFT SERIAL#: XR1245121191595 30003493 40 6,632 6,632 0 30009914 5 141,816 133,647 8,169 SERIAL#: JH178 12000 LB FORKLIFT SERIAL#: XR1255111191593 30010234 4 250,594 236,160 14,434 30009915 5 123,425 116,316 7,109 03-02 TRUCK LUBE INTERNATIONAL-7400 SERIAL#: 1HTWCAZN5DJ307771 12000 LB FORKLIFT SERIAL#: XR1245121191594 S� 30010286 5 127,815 120,453 7,362 30010195 4 54,451 46,898 5.553 03-11 FORD F560 SERIAL#' 1FDAF66R79EB05877 12000 LB FORKLIFT SERIAL#: XR124505129U1fi 30010197 4 51,559 48,589 2,970 30011869 4 45,090 37,298 7,791 1489M SERIAL#: 03-26 FORD F-350 SERIAL 1FD8W3G68CEB82000 30010204 4 51,559 48,689 2,970 30013488 3 5,751 4,757 994 03-29 FORD F-350 SERIAL 1FD8W3G60CEB82D07 14YD DUMP BODY SERIAL#. #NIA 30010203 4 51,559 48,689 2,970 30009796 5 905,980 653,796 52,184 03-26 FORD F-350 SERIAL#: 1FD8W3G69CEB82006 150 TON CRAWLER CRANE SERIAL 137077 30010202 4 51,559 48,589 2.970 30OD4321 5 138,640 138,640 0 15000 LB FORKLIFT SERIAL#: XR1534111191589 03.26 FORD F-350 SERIAL#. 1FD8W3G67CEBB2005 ALL INFORMATION ON THIS-REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 1 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT .............................. ............. . .........--Mach i Equip Recon Acet ------------- Mach&Equip Recon Acct ------................ .... .. ASSET# ACE"s COST ACCUMDEPR BOOKVALUE ASSET# AGE(YRS COST ACCUMDEPR BOOKVALUE ------------------- 30010394 5 79,312 74.744 4,568 30009797 5 2,271,156 2,140,337 130,819 15000 LE FORKLIFT SERIAL P JONV04418K 300 TON CRAWLER CRANE SERIAL M 138115 30010393 5 79,312 74,744 4,568 300099M 5 258,783 243,8T7 14,906 15000 LB FORKLIFT SERIAL#. J006VO4417K WOOO LB FORKLIFT SERIAL#. XR3634111191591 30010392 5 79,312 74.744 4,568 30010283 5 352.270 331.979 20,291 IWOO LE FORKLIFT SERIAL 4: J006VO4425K 30000 L5 FORKLIFT SERIAL# A201001e1 30010046 5 7,GL40 6,635 406 30004310 5 258,509 258.509 0 105 CFM DIESEL COMPRESSOR SERIAL#: 4500A1017ARO32829 30000 LB FORKLIFT SERI&# XR3034071191551 30010047 5 7,040 6,635 406 30004319 5 268,783 268,783 0 105 CFM DIESEL COMPRESSOR SERIAL#: 4500AI014AR032619 30000 LB FORKLIFT SERIAL 0: XR3034091191572 30010363 5 211,937 199,729 12,208 30010282 5 258,959 244,043 14,916 20 M T EXCAVATOR SERIAL P MPGO0372 30000 LB FORKLIFT SERIAL P XR3034031291689 30010144 5 215,298 202,897 12,401 30009923 5 258,959 244,043 14,916 20 M T EXCAVATOR SERIAL#. MPOOD323 MODO LB FORKLIFT SERIAL M XR30UCI IN1652 30010362 5 154,766 145,851 8,915 30009921 5 165.583 156,045 9,530 20 M T EXCAVATOR SERIAL#: MPGO0171 36000 LB FORKLIFT SERIAL#: H0I9E01720J 30010271 5 229,900 216,656 13,242 30010213 4 248,238 233,940 14,299 20 M T EXCAVATOR SERIAL#: MPGW371 37-02 Caterpillar-9681- SERIAL M SWL00416 30009774 5 75,ODO 70,6130 4,320 30009719 4 275,561 259,689 15,872 20 M T EXCAVATOR SERIAL#; MCF01061 37-04 Catwpllla,NO SERIAL 4 R4AO0281 30010145 5 226,368 213.320 13,038 30009720 4 280,756 264,685 16,172 20 M T EXCAVATOR SERIAL#: MI 37-04 CatemIller 950 SERIAL#: R4AO0282 3DO10395 5 2111,67 206,OBI 12.596 30010048 5 29,175 27,495 1,680 20000 LB FORKLIFT SERIAL#: XR2034051291721 375 CFM DIESEL COMPRESSOR SERIAL#: HOP072608 3DO16821 0 635,135 127,027 508,108 30010049 5 29,175 27,495 1,680 2016 RPR-KOMATSU PC1250L-"HYD SERIAL M 30165 RPR 375 CFM DI ESEL COM PRESSOR SERII HOP072613 EXCAV 30010387 5 34,635 32,640 1,995 3DO16630 0 424,953 84,991 339,963 4 INCH CENTRIFUGAL PUMP SERIAL#: 1166640-10 2016 RPR CATERPILLAR D10T SERIAL M RJG01292 RPR 30010386 5 38,476 36,259 2,216 30016836 0 430,003 86,001 344,003 4 INCH CENTRIFUGAL PUMP SERIAL#'. 1166640-20 2016 RPR TO CATERPILLAR DIOT SERIAL 4: RJGOINORPR 30009841 5 7,500 7,D68 432 30016360 1 517,707 103,541 414,165 4 INCH HYDRAULIC WATER PUMP SERIAL#', P520 PU502 2016 RPRS TO MANITOWOC 888 SERIAL M M81260 RPR 30009824 5 2,500 2,356 144 30016816 0 471,366 94,273 377,093 400 AMP DIESEL WELDER SERIAL#'. LH38MBE 2016 RPRS TO MANITOWOC 999 SERIAL 4: 9N1218 RPR 30009984 5 390,242 367,764 22,478 300101S4 4 24,403 22,997 1,406 40-46 EXCAVATOR SERIAL#; TFG00263 20.24 Ad..Copes Compressor SERIAL#: 164197 30009780 5 449,817 423,908 25,909 30001676 5 16,373 16,373 0 40-45 EXCAVATOR SERIAL#: MP200230 26 KW GENERATOR SERIAL M 7110879 30009776 5 390,389 367,903 22,486 30001675 5 16,374 16,374 0 40-45 EXCAVATOR SERIALM EEHO1000 25 KW GENERATOR SERIAL#: 711 W78 30009835 5 12.429 11,713 716 30009837 5 500 471 29 500 AMP DIESEL WELDER SERIAL#: U1111100682 26 M GENERATOR SERIAL#; 71OD969 30009836 5 12,430 11,714 716 30001674 5 16,374 16,374 0 500 AMP DIESEL WELDER SERIAL#: U1111106517 25 KW GENERATOR SERIAL#' 7110875 301 4 55,600 52,397 3,203 30009782 5 159,526 150,337 9,189 52-27 Equlptnant Saurco-ES700 SERIAL#: 12632 26-30 EXCAVATOR SERIAL#; CR305110075 30010214 4 55,600 52,397 3,203 30010372 5 1,888,500 1,847,722 40,778 52-27 Equipment Soum ES700 SERIAL#: 12631 275 TON CRAWLER CRANE SERIAL#: 135126 30010217 4 55,600 52.397 3,203 30010373 5 2,419,025 2,279,689 139,336 62-27 Equipment Souro ES700 SERIAL M 12634 300 TON CRAWLER CRANE SERIAL M 138166 30010216 4 56,600 52,397 3,203 30010371 5 2,228,900 2,100.515 128,366 52-27 Equipment Sour ES700 SERIAL M 12633 300 TON CRAWLER CRANE SERIAL#' 136148 30009708 4 24,418 23,011 1,406 30010152 5 2,389.369 2,251,741 137,628 5346 ROBISHAW 570 20' SERIAL#: E02247 300 TON CRAWLER CRANE SERIAL#: 138071 30009709 4 24,418 23,011 1,406 53-46 ROBISHAW S70 20' SERIAL M EDU48 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS iiiii&i6ALEV STATED OTHERWISEF Page 2 of 120 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Recon Acet Mach&Eq u i p R e c on Acct E-1-1-11 ..... . ..... ........... .....ASSET# AGE[YRS COST ACCUM DEPR BOOK VALUE ASSET# AGEfYRS COST ACCUMDEPR BOOKVALUE --- - ----------- - 30009713 4 24,418 23,011 1,406 30001700 5 4,315 4,315 0 5346 ROBISHAW 570 20' SERIAL#: ED2279 ADDCO-ABI SERIAL#. 800663 30009712 4 24,418 23,011 1,406 30001699 5 4,315 4.315 0 5346 ROBISHAW S70 20' SERIAL#: EI)2254 AODCO-AB25 SERII 600665 30ON71 1 4 24,418 23,011 1,406 30001701 5 4,315 4,315 0 5346 ROBISHAW S70 20- SERIAL#: ED2253 ADDCO-AB25 SERIAL#: 500664 30009710 4 24,418 23,011 1,408 30001702 5 4,315 4,315 0 5346 ROBISHAW S70 20' SERIAL M ED2249 ADDCO-AB25 SERIAL#: 800655 30009714 4 24,418 23,011 1,406 30001696 5 18,006 16,008 0 5346 RC615HAW 570 20' SERIAL E02281 ADDCO-DH10W SERIAL#: 591449 30009699 4 37.418 35,263 2,155 30001696 5 18,008 16,006 0 53-48 ROBISHAW SIO 40' SERIAL EQ2767 ADDCO-131-1000 SERIALS 591451 30009702 4 37,418 36,263 2,155 30001697 5 18,008 1 B4O06 0 5348 ROBISHAW S70 40- SERIAL#: E02765 ADDCO-DH10W SERIAL#: 591448 30009705 4 37,418 35,263 2,155 30001694 5 18,006 18,008 0 5348 ROBISHAW S70 40' SERIAL#: EC,276 ADDCO-DH1000 SERIAL# 591450 30009701 4 37,418 35,263 2,155 30011097 4 82,131 77,400 4,731 5348 ROBISHAW 570 40' SERIAL#: E02762 ADMIRI SERIAL#', SBC11615JO12 30009698 4 37,418 35,263 2,155 30009748 5 74,950 70,633 4,317 53 8 ROBISHAW S70 40' SERIAL#: EQ2755 AERIAL BUCKET TRUCK SERIAL 4: 1FDAF5HR3AEA60846 30009700 4 37,418 35,263 2,155 30015793 1 130,223 26,045 104,178 5348 ROBISHAW S70 40' SERIAL#; ECL2759 NRGAS-JS240 SERIAL 4: TCCC14BOD5056 3DO09703 4 37,418 35,263 2,155 30012965 2 31,469 16,364 15,105 5348 ROBISHAW S70 40- SERIAL#: E02770 AIRMAN-SOG40S 801 SERIAL#: 1328BIM12 30009704 4 37,418 35,263 2,155 30012964 2 31,469 16,364 15,105 5348 ROBISHAW 570 40' SERIAL#. EOI AIRMAN-SDG40S BBI SERIAL#: 1328BIC304 30009707 4 37,418 35,263 2,155 30012905 2 223,5136 159,193 64.393 5340 ROBISHAW S70 40' SERIAL M EQ2781 ALIMAK-SCANDO 650 PC SERIAL#: 814901 30009706 4 37,418 35,263 2,155 30012904 2 213,946 152,330 61,616 63,40 ROBISHAW 570 40' SERIAL#: ED= ALIMW-SCAND0 650 PC SERIAL#: 8149DO 30016102 1 78,494 15,699 62,795 30012902 2 213,946 152,330 61,616 5315B BOAT ADMIRAL A-2485 SERIAL#: 111,15BA2625GIE21633 ALIMAK-SCANDO 650 FC SERIAL#: 614896 30009840 5 30,850 29,073 1.777 30012903 2 213,946 152,330 61,616 60 KW GENERATOR SERIAL#: GLE00904 AUMAK-SCANDO 650 FC SERIAL#: 814899 3DO09795 5 290,000 273,296 16,7014 30003679 9 252,739 252,739 0 60 TON PIT CRANE SERIAL M 228843 ALIMAK-SCANDO 650FC 32139 SERIAL P 809242L 300162B5 1 312,463 62,493 249,970 30012678 7 326.386 328,386 0 67-02 CAPITAL REPAIR-CATERF31LLAR-T73E BER14#: BDA00931 RPR ALIMAK-SCANDO&5QFC-32n9 SERIAL#: 812464L 30016448 1 67,944 11,589 46,355 30012677 7 328,386 328,386 0 67-02 CAPITAL REPAIR-LIESHERR HS 895HD SERIAL 188208 RPR ALIMAK-SCANDO 650FC-32J39 SERIAL#. 812484R 30010166 5 571,236 538,333 32,903 30012676 9 252,739 252,739 0 76 TON PIT CRANE SERIAL#: 547717 ALIMM SCANDO 650FC-M39 SERIAL 809242R 30010157 6 569,556 536,750 32,806 30002917 22 28,189 28,189 0 75 TON PIT CRANE SERIAL 9: 547734 ALLEN-225 SERIAL 040115 30010273 5 85,000 80,104 4,896 30002925 19 34,363 34,383 0 84 INCH S.P.SOIL ROLLER SERIAL 4: C5S00294 ALLEN-256 SERIAL#: TRTP979136 30009990 5 49,000 46,178 2,822 30016284 1 56,200 11,240 44,980 84 INCH S.P.SOIL ROLLER SERIAL#: CNG00615 ALLEN-255CD SERIAL#: T255160589 30009992 5 54,500 51,361 3,139 30005045 5 112,000 112,000 0 M INCH S.P.SOIL ROLLER SERIAL M DAGI A-LENTOWN-AST25 SERIAL#: 25012-11 300=35 16 109,846 109,846 0 30004455 a 7,200 7,200 0 ABCO-36A40 SERIAL# 608139 ALLIED-E!36 CITY SERIAL#: 86BDBO767 30000855 21 15,400 15,400 a 30012720 2 60,839 43,317 17,522 ACE-10,000 GAL. SERIAL#'. 17-16-000007 ALLIED-GI 10 CITY PRO SEPIALN' IIADB5174 30001698 5 4,315 4,315 0 30016656 a 42,450 8,490 33,960 ADDCO-AB26 SERIAL#: 600862 ALLIED-RAMMER 2166 SERIAL 0: 2168AO0B2 -nAL UNLESS SPECIFICALLY-STATED OTHERWISE L NFOI�A-1716W45k��iii REPORTik6UL5 BETREATED�4g�61W!Eiifi Page 3 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Recon ct q Ac-- -I L--11111 Mach&Equip Recon Arct 1------.-....................................................................... ASSET# AGE"S COST ACCUMDEPR BOOKVALUE ASSET# AGEyRS COST ACCUMDEPR BOOKVALUE .................................................................. 30013147 6 28,766 28,766 0 3000168,4 5 9,825 9,825 0 ALLMAND BROS-MXHI 1 SERIAL# 0260MHll ALLMAND-NIGHT LITE PRO 11 V SERIAL# 01 96PR02VI 1 30013148 6 28,766 28,766 0 30001689 5 9,825 9,825 0 ALLMAND SROS-IVXHI I SERIAL 4. 0261M)(111 ALLMAND-NIGHT LITE PRO 11 V SERIAL#! 01 98PR02VI 1 30013145 6 28,766 28,766 0 30001690 5 9,825 9,825 C ALLMAND BROS-MXH 11 SERIAL# 0258MXHI I ALLMAND-NIGHT LITE PRO 11 V SERIAL#; 0202PR02VI 1 30C13144 6 28,766 26,766 0 30001687 5 9,825 9,825 0 ALLMAND BROS-MXH 11 SERIAL#: 0257MXHI I &LIMANPNIGHT LITE PRO 11 V SERIAL t. 0195PR02V11 30013142 6 28,766 28,766 0 30001692 5 9,825 9,825 0 ALLIVIANDBROS-MXH11 SERIAL 4 0250WHII ALLMAND-NIGHT LITE PRO 11 V SERI&#: 0203PRO2V11 30013146 6 28,766 28,766 0 30001704 5 9,684 9,684 0 ALLMAND BROS-MXH1 1 SERI&4 0259WHII ALL!ViAN0.NIGHT LITE PRO 11 V SERIAL 9: 0216PR02V12 3D004513 6 28,516 20,515 0 30001705 5 9.6154 9,694 0 ALLMAND-MAXI-HEAT MH 1000 SERIAL 4: 0128MM11 ALLMAND-NIGHT LITE PRO If V SERIAL 0217PRO2V12 30004512 6 28,515 26,515 0 30001706 5 9,684 9,684 0 ALLMAND- I-HEAT MH 1000 SERIAL 4 0127WHII ALLMAND-NIGHT LITE PRO 11 V SERIAL 021 3PR02V12 30012179 3 36,017 25,644 10,373 30001707 5 9,684 9,6154 0 ALLMAND-MH-1000 SERI&#: 0099MXH14 ALLMAND-NIGHT LITE PRO 11 V SERI&4 021 9PRO2V12 30012168 3 36,017 25,644 10,373 30001685 5 9,825 9,825 0 &I-MAND-W-1000 SERIAL 4 0246MXH13 ALLMAND-NIGHT LITE PRO 11 V SERI&# 0197PR02VIl 30012175 3 36,017 25,644 10,373 30012874 2 3,618 2,576 1,042 ALLMAND-MH-1000 SERIAL 4 0061MXH14 ALLMAND-NIGHT-LITE PRO 11 V SERIALM 0601 VPRO1 1 30012180 3 36,017 25,644 10,373 30012873 2 3,618 2,576 1,042 ALLMAND-MH-1000 SERI&4 0100MXH14 ALLMAND-NIGHT-LITE PRO 11 V SERIAL# 0599WROI 1 30012172 3 36,017 25,644 10,373 30012872 2 3,618 2,576 1,042 ALLIVIAN0,MH-1000 SERIAL 02501AXH13 ALLMAND-NIGHT-LITE PRO 11 V SERIAL#: 0596VPROI 1 30012167 3 36,017 25,644 10,373 30001580 5 4,000 4,000 0 ALLMAND-MH-1000 SERIAL 0245MXH13 ALLMAND-NIGHT-LITE PRO NL6 SERI&#: 0262PROOB 30012170 3 36,017 25,644 10,373 30015674 1 2,236 1,163 1,073 ALLMAND-MH-1000 SERIAL 0- 0248MXH13 ALLMAND-NIGHT-LITE PRO V SERIES SERIAL#. 0190VPROIO 30012174 3 36,017 25,644 10,373 30004460 9 43,200 43,200 0 ALLMAND-MH-1000 SERIAL#: 0252MXH13 ALSTOIJ-2500-11-0 SERIAL#: PFC-0263 3001217E 3 36,017 25,644 10,373 30003868 11 21,173 21,173 0 ALLMAND-MH-1000 SERIAL 4 0132MXH13 ALUM-LINE-WW SERIAL#: IA9CG162052.241659 30012173 3 36,017 25,6" 10,373 3000319154 11 21,173 21,173 0 ALLMMD-MH-1000 SERIAL ft: 0251MXH13 ALUM-LINE.8#44 SERIAL IAPCG162752241660 30012176 3 36,017 25,644 10,373 30003562 18 500 500 0 ALLMAND-MH-1000 SERIAL# 002MXH14 AMC-SE SERIAL AMC7027 30012169 3 36,017 25,644 10,373 30003563 18 500 500 0 ALLMAND MHA 000 SERIAL#: 0247MXH13 AMC-SE SERIAL#: MC7028 30012177 3 36,017 25,644 10,373 30003561 18 Soo 500 0 ALLMAND-MH-1000 SERIAL 4 0190MXH13 AMC-SE SERIAL#, AMC7026 30012171 3 36,017 25,644 10,373 30016181 1 30,000 6,000 24,000 ALLMAND-MH-IDOO SERIAL#: 024910)(1113 AMERICAN CRANE-20TON SERIAL# 33197 30001686 6 9,625 9,825 0 300126M 3 460,000 327,520 132,480 ALLIMAND,NIGHT LITE PRO 11 V SERIAL# 0191 PR02V1 I AMERI CM PILE DRIVI NG-APE 200-6 SERIAL#. KIE-20140368 30001691 5 9,825 9,825 0 30004030 27 100,538 100,538 0 ALLMAND-NIGHT LITE PRO 11 V SERIAL# 0188PR02VII AJAERICAN4 I'X37' SERIAL# 47-56OOD01 2 30001681 5 9,825 9,825 0 30001974 7 17,D00 17.000 0 ALLMAND-N I GHT LITE PRO I I V SERIAL# 0189PR02VII AMERI-CAN-014 CONSTRUCTION SERIAL# 1A950032471270718 30001688 5 9,825 9,825 0 30004411 8 5,000 5,000 C ALLMANO-NIGHT LITE PRO 11 V SERIAL# 0200PR02VII AMES ENGINEERING SERIAL 4 600102 30001682 5 9,825 9,825 0 300D4083 9 82,000 82,000 0 ALLMAND-NIGHT LITE PRO 11 V SERIAL# 0201PR02VIl AJAI-HVR100 SERIAL 3562 30001683 5 9,826 9,826 0 30004050 19 48,330 45.330 0 ALLMAND-NIGHT LITE PRO II V SERIAL k 01WR02VI I APE-1 I'Q..d Cl.m 19.m SERIAL 941101 ALL INFORMATION CIN THIS iREPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 4 of 120 052 5/15/2017 EQUIPMENT AVAILABLE, FOR LEASE Consolidated EQUIPMENT DETAIL REPORT 11 ,...... .111''... Mach&Equip Rencon Acet r . p Recon Acct ASSET# AGEYRS COST ACCUM DEPR BOOK VALUE ASSET# AGEJYRS COST ACCUMDEPR BOOKVALUE 3DO13466 4 320,000 264,704 55,296 30001769 34 6,489 6,489 0 APE-200 SERII PIP-1304124,EX13050I ATCO- SERIAL#; 2020056A 30004089 8 168.501 166.501 0 30015228 1 33,669 17,603 16,156 APE-200-6 SERIAL M V514 ATCO 40X40 PUpld Roof SERIAL M 30015067 2 5,000 2,600 2,400 30013436 4 173,984 143,920 30,064 APE-26'PILE LEADS SERIAL M APUE826-1513 ATCO-4014 X 120' SERIAL M 30OD4081 11 52,I)DID 52,000 0 30015158 1 33,725 17,537 16,188 APE-32-X170' SERIAL#: APL832-779 ATC010X40 RAPID ROOF SERIAL#: 162238-NIA 3000-4078 8 16,500 16,500 0 30001900 17 138,465 138.455 0 APE-37Y 0' SERIAL# 47-60-000016 ATCO-6018x120 SERIAL M 24-22-000()07 30013624 2 141,355 73,504 67,850 30013143 6 170,WW 170,904 0 APE-375 SERIAL#: 201501233 ATCO-FOLD-A-WAY SERIAL M 94197 30013625 2 113,766 59,158 54,608 30005056 10 39.375 39,375 0 APE-375 SERIAL 4: 201410229 ATLAS COPCO-GAVO 310 SERIAL#: 11979 30004054 19 65,570 65,570 0 30012319 3 75,800 53.970 21,830 APE-60 SERIAL M SWIM ATLAS COPCO-CA 160-125 SERIAL M APF181645 30004018 9 153,900 153.900 0 30001188 a 73,115 73.116 0 APE-630 SERIAL P 2MM152 ATLAS COPGO-GA160 SERIAL M WF136506M 30016084 1 18,465 3,693 14,772 30013179 6 18,126 18,126 G APE-8 x 43 SERIAL#. 47-SM00023 ATLAS COPCO-GA-37-125AP SERIAL#. AP1533054 30004091 a 29,490 29,490 0 30001168 7 10,200 10.200 0 APE-APE 32'x 64' SERIAL# APLE832-1739 ATLAS COPCO-GA55 SERIAL# API-15IM79 300ID656 4 450,000 424,080 25,920 30016168 1 2,01)) 400 1,600 APE-DlBO-42 SERIAL 4: H634 ATLAS COPCO-GA55 125AP SERIAL#. AP1602346 30004079 12 110,5130 110,500 0 30001197 7 40,353 40,353 0 APE-0-36 SERIAL#: 0503317 ATLAS OOPCOLGA90 SERIAL* AM510152 3GOD4080 12 107,200 107,200 0 30001103 8 11,260 11,260 0 APE-D-36 SERIAL 9: 0503318 ATLAS COPCO XAS 185 HARDKAT SERIAL M HOP 031222 30004077 a 81,0W 81'000 0 30001186 8 11.560 11,560 0 APE-D80L23 SERIAL#: 47-04-000001 ATLAS COPCO-XAS 185 HARDHAT SERIAL M HOP031705 3001DB57 4 86,D00 81,046 4,954 30003507 35 83,8131 83,881 0 APE-OFFSHORE LEADER SERIAL#: APL107&1852 ATLAS-120T DOLLY SERIAL# 19772 30004039 22 13.100 13,100 0 30003504 36 82,902 82,902 0 APE-PILE CLAMP SERIAL#: 47-56-000002 ATLAS-120T DOLLY SERIAL#, 19769 30013062 2 49,000 34,888 14,112 30003505 35 85,677 85.677 0 ASPEN-1`050-3 SERIAL M IA91-155137X-448049 ATLAS-120T DOLLY SERIAL#: 19770 30011115 6 44,608 42,039 2,569 30003506 35 83,881 83,881 0 ASSET 30Wff733 ADD TO-POTAJN-Iv1D56040 SERIAL ATLAS-120TDOLLY SERIAL* 19771 TRAVELER 30003549 17 12,000 12,000 0 30011112 4 239,272 225,489 43,702 ATLAS-120T DOLLY SERIAL#: 19287 ASSET 3DO05377 ADD TO-CATERPILLAR-16H SERII 30003648 19 12,000 12,000 0 30016741 0 15.000 3,000 12.000 ATLAS-120T DOLLY SERIAL M 192M ASSFT#1 MH SERIAL#: 52-90-000005 30003515 19 12.D00 12,000 0 30016742 0 15,000 3,000 12,000 ATLAS-DL120 SERIAL#: 19288 ASSET#2 PH SERIAL#: 52-110.000006 30003516 19 12.000 12,000 0 3DO02091 14 475.391 475,391 0 ATLAS-DL120 SERIAL#: 19290 ASTEC-200 Ton Silo w/Trar.Conveyor SERIAL A 27-16-000005 30003517 17 12,000 12,000 0 30002077 25 132,330 132,330 0 ATLAS-OL120 SERIALM 19292 ASTEC,13A-750 SERIAL#: 91130 30003518 19 12,000 12,000 0 3DO02086 16 2,399,936 2,399.936 0 ATLASI SERIAL* 19293 ASTEGPoieN.7'6' SERIAL#: W181 30003519 19 12,000 12,000 0 30002092 16 2,729,521 2,729,521 0 ATLAS-DL120 SERII 19295 ASTEC-Portable 9'Aggregate SERIAL M 00110 30003621 19 12,000 12,000 0 30002084 16 639,325 639,325 0 ATLAS-DL120 SERIAL 4: 19291 ASTEC-Sla,-200T.x3 vdSiIiu SERIAL C 00184 30003511 31 80.121 80,121 0 ATLAS-EW120 SERIAL M 19256 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 5 of 120 052 5/1512017 I EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach 8 Equip Recon Acc! I L- Mach S Equip Recon Acct ASSET# AGEIYRS COST ACCUM DEPR BOOKVALUE ASSET# AGEnRS COST ACCUM DEPR BOOKVALUE 30003514 19 45,000 45,000 0 30002226 15 31,798 31,798 0 ATLAS-EW120 SERIAL#: 19269 BALZER-36SAD0' SERIAL#. J10574 30003620 31 75,000 75,000 0 30005335 15 181,527 181,527 0 ATLAS-EW120 SERIAL#: 19265 BATCH PLANT MODIFICATION SERIAL#. 30003522 19 45,000 45,000 0 30005339 10 204,333 204,333 0 ATLAS-EW120 SERIAL#: 19305 BATCH PLANT MODIFICATION SERIAL#, 3DO03526 19 45,000 45,000 0 30011685 4 1,125.250 930,807 194,443 ATLAS-EW120 SERIAL 11IN5 BAUER-BG24 SERIAL#'. 2W 30003527 19 45,000 45,000 0 30012666 3 131,067 93,334 37,753 ATLAS-EW120 SERIAL#: 18961 BAUER-TR71WF SERIAL#: 58 30003528 19 45,000 45,000 0 30014379 2 446.920 232,398 214,521 ATLAS-EW120 SERIAL : 1896E BAY SHORE SYSTEM-LODRILL DH60 SERIAL#. LOD204SB0 3DOC3543 19 45.000 45,000 0 30004516 6 79,175 79,175 0 ATLAS-EW120 SERIAL : 19336 BAYKIA-APH 311W40 SERIAL#: APH3112 30003544 19 45,OD0 45,000 0 30016637 0 4.641 928 3,713 ATLAS-EW 120 SERIAL#: 19341 BEE GEE-IDS14 SERIAL#: 4LD17 30003547 27 80,000 80,000 0 30003578 28 9,000 9,000 0 ATLAS-EW120 SERIAL#. 19266 BEEBE-75 HR4E3 SERIAL# 7505,IM89 30003513 31 80,121 80,121 0 30003577 28 9,000 9,000 0 ATLAS-EW120 SERIAL#, 19262 BEEBE-75 HR4E3 SERIAL#: 750530689 30003542 19 45,000 45,000 0 30003576 28 9,OD0 9,000 0 ATLASEW 120 SERIAL#: 193M BEEBE-75 HR4E3 SERIAL#: 750520689 3DO12621 6 18.126 18,126 0 30003575 28 9,000 9,DOO 0 ATLAS GASERIAL : APIW3006 BEEBE-75 HR-E3 SERIAL#: 7 5 0 511)6 8 9 30005052 11 2,385,315 2,3B5,315 C 30003574 26 9,000 9,000 0 ATMP105-0C ROAD HEADER SERIAL 057 BEEBE-75 HR-E3 SERIAL 750500689 3DO05D57 9 1,992,735 1,992.735 0 30003572 28 9,000 9,000 0 ATWAM105 ROADHEADER SERIAL#: 039 BEEBE-75 HR-E3 SERIAL#: 75NON89 30014898 2 51.156 26,601 24,555 30003571 28 9,000 9,000 0 AUTO CRANE-3203PRX SERIAL : BEEBE-75 HR-E3 SERIAL 75D470689 30000700 9 3,347 3,347 0 30003673 28 9,000 9,000 D AUTO CRANE-6406 H SERIAL#: 6406H-1007-273 BEEBE-75 HR-E3 SERIAL M 75D4W689 30004955 9 59,525 59,525 0 30016615 0 9,061 1,812 7.249 AUTO CRANE-TITAN 38 SERIAL#: 177NA BERMINGHAM-HHH-16 SERIAL#: APLE632-1925 30004952 9 61,562 61,562 0 30012513 3 12.060 8,5B7 3,473 AUTO CRANE-TITAN 36 SERIAL#'. 167053 BERMINGHAM-HHH-16 SERIAL#: APLE043-1935 30016349 1 99,090 19,818 79,272 30004113 5 57,956 57,956 0 AZPHALT ZIPPER-AZ-360B SERIAL#, AZ-0161 BERMINGHAMMER-632 SERIAL#: 0Sa12-1332 30004439 11 100,225 100,225 0 30015203 1 487,662 253,584 234,078 AZPHALT ZIPPER.AZ.500 HD SERIAL#: 50OW103 BETTERGROUND-BZ7 SERIAL#: BETTERGROUNDI 30004497 7 117,666 117,666 0 30003016 15 251,325 261,326 0 AZPHALT ZIPPER-AZ-500B SERIAL#: 50000480 BHS-RCC MIXER SERIAL#: 0001071DO01 30004980 10 20.000 20,000 0 30015346 1 25,124 13,064 12,059 -BALLAST CARS SERIAL RK001 BIDWELL-2418 wISCREED RAIL B CHAIRS SERIAL#' 30004981 10 20,000 20,000 0 30015345 1 25,124 13,064 12,059 -BALLAST CARS SERIAL#: RK002 BIDWELL-2418 w/SCREED RAIL 8 CHAIRS SERIAL#: 30004982 10 10,000 10,000 0 30015343 1 25,479 13,249 12,230 -BALLAST CARS SERIAL#: RK003 BIDW ELL-2418 JSCREED RAIL B CHAIRS SERIAL#' 30004983 10 10,000 10,000 0 30015342 1 25,479 13,249 12.230 -BALLAST CARS SERIAL M RK004 BIDWELL-241B wfSCREED RAIL&CHAIRS SERIAL#', 30015937 1 78,850 15,770 63,080 30016554 0 14,376 2,675 11,501 BALLAST TOOLS EQUIPMENT-BTE302700 SERIAL#: 71786 BID-WELL-3430 SERIAL#: 00201062 30016588 0 35,395 7,079 28,316 30016552 0 14,525 2,905 11,620 BALZER PACIFIC-38x50 SERIAL#. J20762 BID-WELL-3430 SERIAL#: 00201063 30016587 0 72,870 14,574 58,296 30014329 1 39,771 20,681 19,090 BALZER PACIFIC-MX50 SERIAL# J207M BID-WELL-3430 SERIAL#: ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 6 of 120 2068 5/15/2017 EQUIPMENT AVAILABLE, FOR LEASE Consolidated EQUIPMENT DETAIL REPORT i Mach S„Equip Recon AcctMach 8 Equip Recon Acct ASSET# AGE/VRS COST ACCUM DEPR BOOK VALUE ASSET# AGEVRS COST ACCUM DEPR BOOKVALUE -------.....--------------_....___ _._____ ............ .....- ...- 30014326 1 39,771 20,681 19,090 30001995 9 54,727 54,727 0 BID-WELL-3430 SERIAL BLAZER-12x56 SERIAL FILMS986 30014327 1 39,771 20,681 19,090 30001998 9 53,421 53,421 0 BIPW ELL-3430 SERIAL#', BLAZER-12x56 SERIAL#: OS1256HM0412725 30014326 1 39,771 20,681 19,090 30001979 9 16,575 16,575 0 BID-WELL-3430 SERIAL#: BLAZER-8x20 SERIAL OS820-AM0716169 30002938 11 108,055 108.055 0 30001968 10 48,888 48,888 0 BIDWELL-3600 SERIAL B3600-340-2005 BLAZER-H-12'x56' SERIAL#: OS125&HM0814038 30015344 1 146,481 76,170 70,311 30001967 11 59,205 59,205 0 BIDWELL-3600 SERIAL III! 336OD-518-2015 BLAZER-H-12X56 SERIAL OS125&HM06.14033 30015341 1 192,459 100,079 92,380 30001966 11 59,205 59.205 0 BIDWELL-3600 SERIAL : 83600-519-2015 BLAZER-H-12X56 SERIAL#: 061256-1-1 14035 30011448 4 40,000 33,088 6,912 30001973 10 53.074 53,074 0 BIOMELL-4600 SERIAL#: 4&2D06-1123-2-HO BLAZER-M-12X56 SERIAL : HMO&14697 30014900 2 33,750 17,550 16,200 30001971 10 52,536 62,536 0 BID-WELL4800 SERIAL#'. 48-2006-1125-2-HO BLAZER.M-12X56 SERIAL#: 11M0614699 30016553 0 67,555 13,511 54,044 30001972 10 52,536 52,53E 0 BID-WELL4800 SERIAL#. 48-20101215-21HDD BLAZER-M-02X56 SERIAL#: HM06-14040 30014331 1 203,522 105,832 97,691 30015288 1 24,613 12,799 11,814 BID-WELL4800 SERIAL#: 48-20151321-2-141) BLUEBIRD-BUS SERIAL# 1BAKGCPH99F255347 30015557 1 60,750 31,590 29,160 30016775 0 29,484 5,897 23,587 BID-WELL4800 SERIAL#: 4&2010120D-2-111D-D BOBCAT-36504X4 SERIAL k: B3C312329 30014330 1 203,522 105,832 97,691 30013116 7 21,000 21,000 0 BID-WELL4800 SERIAL#: 46-20151320-2-HD-D BOBCATS185 SERIAL#'. 530318475 30002918 15 40,000 40,000 0 30016425 0 27,615 5,523 22,092 SID-WELLA06 SERIAL III: 48952021113CARR BOMAG BMP 000 SERIAL#. 101720125624 30002919 10 18,000 18,000 0 30016424 0 27,615 6,523 22,092 1310.WELL486 SERIAL#: 48958232HDD BOMAG BMP 8600 SERIAL#: 101720125596 30003889 9 13,896 13,896 0 30016426 0 27,615 5,523 22,092 BIG TEX-23ED-20t5 SERIAL#', 16VHM02672762876 SOMAS BMP 6500 SERIAL M 101720125662 30002029 6 32,600 32,500 0 30015979 1 17,746 3,549 14,197 BIG TOP40 x 40 x 13 SHOP TENT SERIAL#: 40X40X13BT1J BOSS-BUP25126 MH-E SERIAL#: C0&06-03480 30002030 6 66,600 66,500 0 30015721 1 16,600 8,632 7,966 BIG TOP40 x 60 x 20 SHOP TENT SERIAL#: 40XOOX20BTM BOBS-BUP26126 MH-E SERIAL#: CO&0&03479 3DO13205 5 184,010 184,010 0 30015978 1 17,746 3,549 14,197 BIGTOP-SHELTER SERIAL BOSS-BUP25126 MH-E SERIAL III: COB-08-03477 30013183 6 191.910 191,910 0 30015390 1 13.258 6,894 6,364 BIG TOP-SHELTER SERIAL#: BOSS-BUP2516MH-E SERIAL#: COO-08-03486 30002068 29 1,044,112 1,044,112 0 30016819 1 16,732 6,701 8,031 BITUMA400 SERIAL#', 100TS-152-933-88-NA BOSS-BUP261OMH-E SERIAL#: C08-0"3484 30002071 27 95,038 95,038 0 30015391 1 13,258 6,894 8,364 BITUMA-500BBL SERIAL SET122497090TA BOSS-BUP251 WILL SERIAL#', C08-08-03489 30001980 9 53,946 53,90 0 30016685 0 9,598 1.920 7,679 BLAZER-12 x56 SERIAL OS1250-HM0614700 BOSS-BUP2516MH-E SERIAL#: C08-08-03483 30001806 26 19,067 19,867 0 30016686 0 9,803 1,961 7,843 SLAZERA244 SERIAL#: HM902433 BOSSBUP2516MH-E SERIAL C08-OM3491 300018014 26 24,382 24,382 0 30015603 1 17,436 9,067 8,369 BLAZER-1256 SERIAL HM902470 BOSS-BUP2516MH-E SERIAL COO-08-03468 30001982 9 53,953 53,953 0 30016604 1 17,436 9,067 8,369 BLAZER-1266 SERIAL#: OS1256HM0715986 BOSS-BUP2516MH-E SERIAL 9: 00&0&03487 30001983 9 53,953 53,953 0 30014690 2 74,800 38,896 35,904 BLAZER-12x56 SERIAL OS1256HM0715987 BOSSBUXIBMH E 65' SERIAL#: C15525154 30001993 9 54,727 54,727 0 30014689 2 74,800 38,896 35,904 BLAZER-1Zx56 SERIAL#: BLA-15989 BOSS-BUXIBMH E66' SERIAL#: C15-52515J 30001994 9 50.245 50,245 0 30014687 2 85,500 44,460 41,040 BLAZER-12x66 SERIAL OS125GHM0614940 BOSS-BUX16MH E 80' SERIAL#: C15-51015-2 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 7 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT .......... Mach&Equip Recon Acct M ach&Equip Recon Acct ASSET# AGENRS COST ACCUMDEPIR BOOKVALUE ASSET# AGENRS COST ACCUMDEPR BOOKVALUE ............... ........... .. . ................ .................. 30014688 2 65,500 14,460 41,040 30010351 5 46,025 42,432 2,593 BOSS-HUX16MH E 80' SERIAL#: C15-51015-1 CAR I CHASSIS SERIAL P 1FD7W3ET7CEE81974 30003963 6 14,065 14,865 0 30009750 5 38,882 36,642 2,240 BRINDLE-BRT90 SERIAL 11-90R1219AG085957 CAB I CHASSIS SERIALA 1FD8W3GT2CEA48699 30015308 1 46,000 23,920 22,080 30014895 2 106,150 55,198 50.952 BROCF-CRT-350 SERIAL 409353 CAPACITY SABRE 5 SERIAL M 4LMBF2116FLO30085 30016196 1 49,500 9,900 39.600 30014832 2 106,800 56.536 51,264 BROCE-KR-350 SERIAL 4. 4N67 CAPACITY-SABRE 5 SERIAL#: 4LMBF2110FLO30062 30016233 1 49,500 9,900 39,600 30015114 1 10600 55,536 51.264 BROCE-KR-350 SERIAL# 409MB CAPACITY-SABRE 5 SERIAL 9: 4LMEF2114FLO30098 30016232 1 49.500 9,900 39,600 30014896 2 106.160 55,198 50,952 SROCE-KR-350 SERIAL#; 40650 CAPACITY-SABRE 5 SERII 4LMBF211XFLO30090 3W12367 3 44.800 31.898 12,902 30016730 0 107,500 21,500 86.0100 BROCE-RCT350 BROOM SERIAL# 408521 CAPACITY-SABRE5(DOT) SERIAL#. 4LMSF2115GLO30990 30012366 3 44.800 31,898 12,902 30015523 1 106,800 56.536 51.264 BROrE-RCT350 BROOM SERIAL# 400520 CAPACITY-SABRE5(DOT) SERIAL 4 4LMBF2115FLO30014 30014875 1 13,000 6,760 6,240 30016522 1 106.600 56.536 51,264 BROCE-RJ350 SERIAL# 404325 CAPACITY-SABRE5(DOT) SERI&#: 4LMBF2113FLO30013 30016518 0 2D4,600 40,900 163,600 30015521 1 108.300 56,316 51.9154 BROOERS0N-IC20[)3H SERIAL 4 289230200 CAPACITY-SAERE5(DOT) SERIAL M 4LMBF2112FLO30097 30011427 4 189,899 157,085 32,815 30012781 2 106.048 75,506 30,542 BRODERSON-IC200-3H HYDRAULIC CRANE SERIAL 4 239MO200 CAPACITY-TJ515(]() SERIAL# 4LMBF2111EL025004 30016747 a 96,019 19,204 76,815 30012780 2 106,048 75,506 30,542 BRODERSON-[C250-21C SERIAL 32605250 CAPACITYJJ51 0 SERI&# 4LMBF211XEL025003 30000687 9 113.500 113,500 0 30012325 3 104,698 74,545 30,153 BRODERSON-IC003G SERIAL 501681 CAPACITYJJ5000 DOT SERIAL#: 4LMBF2116EL024740 30016173 1 20,000 4,000 16,000 30012229 3 45,400 32,325 13.076 BROCKIALLE MANTRIP-36' SERIAL 52-90-000007 CAPITAL MODIFICATION-BUCKET&THUMB SERIAL# 30016174 1 30,000 6,000 24,000 30015920 1 238,148 47,630 19C,518 BROOKIALLE MANTRIP.36' SERIAL 9811 CAPITAL REPAIR-CATERPILLAR 14H(136927) SERIAL* ME01505-REPAIR 30004996 S 167,348 167,348 0 30015661 1 597,731 310,820 206,911 EROO"LLE.BDC-20UP-20 Ton I.c SERIAL 77M CAPITAL REPAIR-CATERPILLAR 657E SERIAL REPAIR-05YROD639 3DO04972 14 63.616 53,615 0 30015860 1 613,505 309,364 3D4,141 BROOKIALLE BDC25 UP-25 Ton Ind SERIAL# M23 CAPITAL REPAIR-CATERPILLAR 657E SERIAL REPAIR-05YROD642 30004973 14 53,615 53.615 0 30015863 1 650,855 338,444 312,410 BROOK\ILLE-BDC25 UP-25 To.loc] SERIAL k M24 CAPITAL REPAIR-CATERPILLAR 657E SERIAL REPAdR OBYROD640 30OD4974 14 53,615 53,615 0 30015862 1 632,063 328,673 303,390 BROOWILLE-BOC25 UP-26 Ton loci SERIAL# 8426 CAPITAL REPAIR-CATERPILLAR 657E SERIAL 4: REPMR-05YR00641 30004976 14 53,616 53,616 0 30016310 1 32,252 16,771 15,481 BROOKVLLE-EDC25 UP-25 Ton loci SERIAL 4. U27 CAPITAL REPAIR-CATERPILLAR D6T SERI&#: 30004995 7 209,634 209,634 0 30015864 1 105,400 54,808 50,592 BROCKIALLE-LOO1026UH SERIAL 9: 9523 CAPITAL REPAdR-MANITOWOC-MAX SERAL 4: 2253134-REPAIR 30003494 40 5,950 5,950 0 (137973) BROWN. SERIAL M TC8205 30016191 1 151,632 30,326 121,306 30014939 1 48,251 26,091 23,160 CAPITAL REPAIR REPAIR-CATERPII SERI&#: RJS00486 RPR BROWN-BRONTOSAURUS SERIAL#: BB23163540EFT0115 30016571 0 362,299 72,460 289,839 3DO044B7 B 45,000 45,000 0 CAPITAL REPAIR-CATERPILLAR-98BG SERIAL M BNH01 166 RPR ETI-TB2080X SERIAL M TN031 0-1115 30001921 10 15,000 15,00() a 3D000918 6 26.000 26,000 0 CARCO41L.Q0'Icb.cont.h., SERIAL# 24-21-000013 BUSBY-10000USK4A SERIAL A 46143 30016322 1 46,986 9,397 37,589 300034BS 15 4,300 4,300 0 CARDINAL-13670-EPR.LF SERIAL M S0393716 BUTLER-PORI SERIAL#: 1561143 30016323 1 46,811 9,362 37,449 30010353 5 46,197 42,594 2,603 CARDINAL-13570-EPR-ILF SERIAL#: 50393785 CAB i CHASSIS SERIAL k IFDBW3GT9CEM1976 30001875 13 15,D00 15.000 0 30010138 5 36,089 34,010 2,079 CARGOMI X 20 TANDEM SERIAL M 4X4TSM6VB010952 CAB I CHASSIS SERIAL#. 1FORF3GT3CEA48697 XLEINF&IIWAftbN ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL OWLEss SPECIFICALLY'STATED'&fkigkWiji Page 8 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach lit Equip Recm-Acct - --------- Mach&Equip Raw.n-Aect ASSET# AGE(YRS COST ACCUMDEPR BOOKVALLIE ASSET# AGNYRS COST ACCUMDEPIR BOOKVALUE ...................................... 30003821 13 24,173 24,173 0 30009786 5 419,670 395,497 24,173 CAROLINA-50 Ton SERIAL 4: lC9FK343641803058 CATERPILLAR 657 SCRAPER SERIAL#: 5YR00641 30003822 13 24,174 24,174 0 30009785 5 419,670 395,497 24,173 CAROLINA 50 Ton SERIALM 1C9FK343041803055 CATERPILLAR 657 SCRAPER SERIAL* 5YRODS42 30015432 1 5,680 2,953 2,726 30009768 5 419,670 395,497 24,173 CAROLINA-60 Ton SERIALO: I C FK3432411503056 CATERPILLAR 667 SCRAPER SERIAL* 5YRODS39 3000,4124 20 43,800 43,600 0 30009767 5 419,670 396,497 24,173 CASE-566E SERIALM JJ00250990 CATERPILLAR 657 SCRAPER SERIAI-4; 5YRI 30015802 1 76,416 39,216 36,200 30009971 5 153,141 144,320 8,821 CASE-58SHT413 SERIAL#: NFC726186 CATERPILLAR DS TRACTOR SERIALM WVYW01653 30016798 0 72,567 14,513 68,054 30009764 5 115,391 108.744 6,647 CAT 30811 SERIAL# FJX014244 CATERPILLAR D5LGP TRACTOR SERIAL#' YYY01294 30011485 4 202,951 168,241 34,710 30010140 5 466,106 439,258 26,848 CAT 314E LCR SERIAL#. nT00242 CATERPILLAR D9 TRACTOR SERIALM RJS01D08 30011484 4 202.951 168,241 34,710 30011 DOD 4 35,980 29771 6,219 CAT 314E LCR SERIAL 4: ZJT00217 CATERPILLAR PA56 WINCH SERIAL#' 12MO368A 30010059 5 118.000 111,203 6.797 30010390 5 56,493 53,239 3,254 CAT 930 LOADER SERIAL 4: DHC01539 CATERPILLAR SKID STEER LOADER SERIALM TMW00298 30010173 5 118,000 111,203 6,797 30010391 5 48,502 45,708 2,794 CAT 930 LOADER SERIAL M DHCO1475 CATERPILLAR SKID STEER LOADER SERIAL M YYZC2603 300102RO 5 103,OD0 97,067 5,933 30010060 5 43,931 41,401 2,530 CAT 938 LOADER SERIAL 9: MJC00094 CATERPILLAR SKID STEER LOADER SERIAL P YYZ01641 30010389 5 258,494 243.605 14,889 30010061 5 44,236 41,688 2,548 CAT 938 LOADER SERIAL* SWL00341 CATERPILLAR SKID STEER LOADER SERIAL# YYZ01949 30011475 4 228,573 189,076 39,498 30016017 1 249,871 49,974 199,897 CAT 938K SERIAL# SWL01565 CATERPILLAR-12M3 SERAL#. N9FOD321 30010062 5 251.839 237,333 14,506 30011165 4 146,500 121,185 25,315 CAT 950 LOADER SERIAL#: JADI)lill) CATERPILLAR-140H SERIAL# APM03370 30010064 5 350,557 330,365 20,192 30005364 11 268,524 268,524 0 CAT 966 LOADER SERIAL 4: TFS00184 CATERPILLAR-140H SERIALM CCA01746 30009868 5 125,000 117,8D0 7,200 30005391 9 270,978 270,978 0 CAT 966LOADER SERIALM ASD00737 CATERPILLAR-140M SERIAL# B900069 30011480 4 351,852 291.052 60,800 30005397 7 291,549 291,549 0 CAT 966K SERIAL III: TFSOOOOO CATERPILLAR-140M SERIALM 8061168 30010384 5 128,000 120.627 7.373 30012524 3 164.700 117,266 47.434 CAT ARTICULATED TRUCK SERIALM SIM00839 CATERPILLAR-140M SERIAL 4: 59DO1873 30011486 4 46,938 38,000 7,938 30012145 3 176,032 145,613 30,418 CAT H1 I 5E 8 SERIAL#; HHDO0300 CATERPILLAR-140M SERIALM B9G01048 30010172 5 142,000 133,821 8,179 30011540 4 337,335 279,044 58,292 CAT 17-28 LOADER SERIAL#. K6KOD435 CATERPILLAR-140M2 SERIAL 9: M9D01 152 30003916 8 13.635 13,635 0 30015222 1 295,000 153,400 141,600 CATENARY-HEIGHT STAGGER SERIALM AZ-307166 CATERPILLAR 140M2 SERIAL N: M9D01739 30011742 3 71,498 59,143 12,355 30012355 a 339.496 241.723 97,776 CATERILLAR-259B3 SERIALM YYZOSB13 CATERPILLAR-140M2 SERIALk R9M00276 30016109 1 47,415 9,483 37,932 30014300 2 312,134 162,309 149,824 CATERILLAR-262D SERIAL* DTBO5191 CATERPILLAR-140M3 SERIALM N9D00267 30011825 5 36,604 34,496 2,108 30016681 0 174,676 34,935 139,741 CATERPILLAR-2578 SERIAL# 07HO1100 CATERPILLAR-140M3 SERIALM NI 30009975 5 367.823 346,636 21,187 30016334 1 330,244 171,727 158,517 CATERPILLAR 14 MOTOR GRADER SERIALM SWO1445 CATERPILLARI SERIAL 0. NI 3000977U 5 179,000 166,690 10.310 30016682 0 174,676 34,935 139,741 CATERPILLAR 160 MOTOR GRADER SERIAL# 39100228 CATERPILLAR-140M3 SERIAL M NOD006M 30010360 5 117,163 110,414 6,749 30012661 2 364,578 259,579 104,998 CATERPILLAR 426 BACKHOE LOADER SERIAL 9: DAN02079 CATERPILLAR-140M3 SERIAL A N9D001 11 30010359 5 117,163 110,414 6,749 30014299 2 W.610 180.237 166,373 CATERPILLAR 426 BACKHOE LOADER SERIALM DAN02078 CATERPILLAR-14OW AWD SERIALM 1,19,00139 ALL INFORMATION ii�Fokmm�fohoN THIS REPORT SHOULD BE TREATED CONFIDENTIAL U SPECIFICALLY STATED OTHERWISE .......... ... .... Page 9 of 120 2058 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ... ........... Mach&Equip Recon Ac4d Mach&Equip Recon Acct ........................ ASSET# AGENRS COST ACCUM DEPIR BOOK VALUE ASSET# AGE/YRS COST ACCUMIDEPIR BOOKVALUE - ..... ........ ------- . ............ 3001408 9 170,521 170,521 0 30011410 4 54.188 44,824 9,364 CATERPILLAR-143H SERIALM APN00910 CATERPILLAR 259133 SERIAIL# YYZ04404 300053BB 11 274,524 274,524 0 30011409 4 54,168 44,824 9,364 CATERPILLAR-14H SERIAL A; ASE01505 CATERPILLAR-25903 SERIALM YYZ04401 30005357 21 127,561 127,561 0 30003335 5 38.482 38,462 0 CATERPILLAR-14H SERIAL# 7W40059 CATERPILLAR-259B3 SERIAL* YY701637 30005390 10 307,442 307,442 0 30011961 3 63,295 45,066 18,229 CATERPILLARA41H SERIAL# ASE02313 CATERPILLAR-259133 SERIAL# YYZ05381 30005395 6 300,610 300,810 0 30015995 1 34,292 6,858 27.434 CATERPILLAR-14M SERIAL* BI CATERPILLAR-259133 SERIAL A YYZ05573 30OD5398 7 374,190 374,19D 0 30015563 1 24.636 12,612 11,826 CATERPILLAR-141A SERIAL# 394074 CATERPILLAR-25993 SERIAL# YYZ02671 30011401 4 493,486 408,212 65,274 30013467 4 52.042 43,049 8,993 CATERPILLAR-14M SERIAL 4 R9J00912 CATERPILLAR-259133 SERIAL# Y U674 30011786 3 478,012 395,412 82,601 30013405 4 42.273 39,838 2,435 CATERPILLAR-14M SERIAL 4 R9J01015 CATERPILLAR-259133 SERIAL k YYZ03302 30014591 2 335,000 174,200 160,800 30016455 1 25,949 5,190 20,759 CATERPILLAR-14M SERIAL#; R9J00924 CATERPILLAR-259133 SERIAL k YYZ05720 30014301 2 407T 1 T7 211,732 195,445 30012659 3 70,559 50,238 20.321 CATERPILLAR-14M SERIAL 4 R9JO1400 CATERPILLAR-259D SERIAL# FTI-01841 3D016458 0 395,309 79,062 316,248 30016623 0 59,252 11,050 47,402 CATERPILLAR 14M3 SERIAL# N9W0209 CATERPILLAR-259D SERIAL# IFTI-09682 30016677 0 478,033 95,607 382,426 30012660 3 70,559 50,238 20,321 CATERPILLAR-14W SERIALM N9S00235 CATERPILLAR-259D SERIAL# FTL01339 30016678 0 478.033 95,607 382.426 30016195 1 55,772 29,002 26,771 CATERPILLAR 14M3 SERIAL III: NPS002M CATERPILLAR-2590 SERII FTI05439 30006367 19 400,273 400,273 0 30012222 3 78,477 56,876 22,1501 CATERPILLAR-16H SERIAL# 6ZJ00259 CATERPILLAR 259D SERII FTL00498 30005358 20 396,628 396,628 0 30016622 0 59,252 11,850 47,402 CATERPILLAR-1 6H SERIAL# BZJ00146 CATERPILLAR-269D SERIAL* FTL09697 30010764 4 591,726 667,643 34,083 30015455 1 55,387 28,801 26,586 CATERPILLAR 16M SERIAL 4 RBH00297 CATERPILLAR-2620 SERIALM DT503M 30016578 0 169,848 33.970 135,879 30012357 3 56,001 39,160 15,840 CATERPILLAR-16M SERIAL* 39H00576 CATERPILLAR 2620 XPS SERIALM DTB0070fi 30016577 0 162,594 32,519 130,075 30003298 8 48,163 48,163 0 CATERPILLAR-16M SERIAL 4. 89H0O544 CATERPILLAR-272C SERIALM RED01612 30001437 15 279,025 279,025 0 30013005 4 54.541 45.117 9,426 CATERPILLAR-1825 SERIAL# F01400264 CATERPILLAR-279C SERIAL#: K 1300842 30003230 11 28,410 28.410 0 30013439 4 33,705 27,880 5,824 CATERPILLAR 2326 SERIAL 9 SCH0181O CATERPILLAR-27902 SERIALM KWB00582 300032.29 11 28,487 28,487 0 30014829 2 62,523 32,512 30,011 CATERPILLAR-2328 SERIAL If SCH01609 CATERPILLAR-279D SERIAL P GTL01060 30003288 8 31.750 31,750 0 30013636 3 76,433 54,420 22,013 CATERPILLAR.242132 SERIAL 4 BXM04993 CATERPILLAR.279D SERIAL It: GTL00666 30003331 6 64,439 84,439 0 30014566 2 66,544 34,603 31,941 CATERPILLAR-242B3 SERIAL# SRS00631 CATERPILLAR 279D SERIALM GTL02012 30003330 6 77,597 77,597 0 30014714 2 66,308 34,480 31,828 CATERPILLAR-242B3 SERIAL#. SRS00626 CATERPILLAR-279D SERIALM GTL01833 30003241 a 22,500 22,500 0 30014206 2 62.879 32,697 30,182 CATERPILLAR-2415B SERIAL 4 SCL00540 CATERPILLAR-2790 SERIAL 4 GT-01642 30013220 5 36,604 34,496 2,108 30014206 2 69,296 36,034 33,262 CATERPILLAR-257M SERIAL 4. BC87H01104 CATERPILLAR-279D SERIAL# GTL01668 3DO13221 5 43,079 43,079 0 30014997 1 66,308 34,480 31,628 CATERPILLAR-257B3 SERIAL# B7H01096 CATERPILLAR-279D SERIAL# GTL01760 30010501 4 45,916 43,272 2.645 30014207 2 62,879 32,697 30,182 CATERPILLAR-259B3 SERIAL#; YYZ02612 CATERPILLAR-279D SERIAL*: GTI-01655 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE . ................... ......... ............. - ------------------ Page 10 of 120 052 511512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ..........................- Mach&Equip Recon Acct Mach&Equip Race n A c c It ASSET# AGEnRS COST ACCUMIDEPIR BOOKVALLIE ASSET# AGE/YRS COST ACCUMDEPIR BOOKVALUE ................. .. ........-- .. . . ............... ........ .....................---------------------................................................. 30015518 1 64,935 33,766 31,169 30016016 1 80,486 16,097 64,369 CATERPILLAR-279D LCR SERIAL 4: GTL02684 CATERPII SERIAL FD200609 30012514 3 72,864 51,879 20,985 30015898 1 78,687 16,737 62,950 CATERPILLAR-289 D SERIA-M TAVV01321 CATERPILLAR-299D2 SERIAL rD200328 3001093E 4 28.876 23,887 4,990 30011824 5 39,243 36,983 2,260 CATERPILLAR-209C SERIAL 9: JMP01896 CATERPILLAR-303.51) SERIAL 9! RHP01350 30010937 4 35,341 29,234 6,107 30010618 4 30,493 28,753 1,741 CATERPILLAR-289C SERIAL* JMP01940 CATERPILLAR-303.5D CR MINI SERIAL#: RHP01734 30011526 4 66,505 55,013 11,492 30011426 4 49,025 40,553 8,472 CATERPILLAR-289C2 SERIAL 4 RTDO1397 CATERPILLARI SERIAL#! RKY00922 30011527 4 66,505 55,013 11,492 30012599 3 49,316 35,113 14,203 CATERPILLAR-269C2 SERIAL 4: RTDO1386 CATERPILLAR-303SE SERIAL#: RKY03213 30011408 4 69,101 57,160 11,941 30011411 4 60,668 50,185 10,483 CATERPILLAR-289C2 SERIAL 4: RTDO0960 CATERPILLAR-303.51F CR SERIAL# RKY01311 30013440 4 30,129 24,923 5,206 30012634 3 48,073 34,226 13,845 CATERPILLAR-289C2 SERIAL#: ORTDO0531(RTDOD631) CATERPILLAR-303 5E CR SERII RKY03419 30010996 4 60,950 50,433 10,535 30014747 2 46,514 24,186 22,327 CATERPILLAR-289G2 COMPACT TRACK SERIAL 0 RTDO0953 CATERPILLAR-303.5E CR SERIAL M RKY04613 LOADER 30011529 4 679 561 117 30015380 1 69,529 36,155 33,374 CATERPILLAR-303C CR SERIALM EXT04092 CATERPILLAR-289D SERIAL#: TAW03806 30000192 6 935 935 0 30015968 1 69,761 13,952 55,809 CATERPILLAR-304C CR SERIAL 0: FPKO 01 CATERPILLAR-289D SERIAL 4: TAWU529 30011299 4 41,990 34,734 7,256 30015542 1 65,409 34,013 31,396 CATERPILLAR-304E CR SERIAL#. TTN00295 CATERPILLAR-289D SERIAL M TAW02906 30011534 4 29,926 24,764 5,171 30015962 1 69.469 13,094 55,675 CATERPILLAR-304E CR SERIAL# TTN00599 CATERPILLAR-289n SERIAL N TAWU061 30011312 4 26,196 21,670 4,527 30015379 1 69,529 36,155 33,374 CATERPILLAR-304E CR SERIAL# TrN00365 CATERPILLAR-2891) SERIAL M TAW03807 30013445 4 41,857 34,624 7,233 30016050 1 69,347 13,869 55,478 CATERPILLAR-304E CR DGA2 SERIAL* TIN00678 CATERPILLAR-289D SERIAL#. TAW04434 30000206 5 51,989 51,909 0 30015803 1 70,744 14,149 56,595 CATERPILLAR-305.51D CR SERIAL* FLZ00520 CATERPILLAR-289D SERIAL#: TAW04222 30015976 1 28,645 5,729 22,916 30014685 2 66.595 34,629 31'966 CATERPILLAR-305.51)CR SERIAL N FLZON51 CATERPLLARI SERIAL 0: TAW03326 30012871 2 26,797 19,079 7,718 30012318 3 73,794 52,541 21,253 CATERPILLAR-305.61D CR SERIAL 9: FLZU16R CATERPILLAR 289D SERIAL# TAW01118 30011311 4 61,164 50,611 10,573 30015550 1 68,728 35,739 32,990 CATERPILLAR-305.5E SERIALA FKYON38 CATERPILLAR-289D SERIAL t TAW03584 30011313 4 71,084 58,801 12,283 30016801 1 68,636 13,728 54,910 CATERPILLAR-305 5E SERIAL k FKY01212 CATERPILLAR409D SERIAL# TAW04437 30012364 3 69,434 49.437 19,997 30014686 2 66,595 34,629 31,960 CATERPILLAR 305.517 CR SERIAL* FKY01904 CATERPILLAR 289D SERIAL M TAW03322 30014778 2 87,836 45,675 42,161 3005429 1 68,806 35,779 33,027 CATERPILLAR-305.51E CR SERIAL#: EJX00720 CATERPILLAR-289D SERIAL M TAW03582 30013545 3 76,630 54,661 22,070 30014345 1 78,125 40,625 37,500 CATERI CR SERIAL M FKY02196 CATERPILLAR-2990 XHP SERIAL# JST01410 30012358 3 67,403 47,991 19,412 30014342 2 78,125 40,625 37,500 CATERPILLAR-305.5E CR. SERIAL P: FKY02066 CATERPILLAR-299D XHP SERIAL M JST01166 30000176 8 56,157 56,157 0 30014343 1 78,126 40,625 37,500 CATERPILLAR-305C SERIAL#: HWJ03728 CATERPILLAR-299D MP SERIAL A JST01429 30011819 3 55,843 46,193 9,650 30014344 1 78,125 40,625 37,500 CATERPILLARa05E CR SERIAL*, XFA00877 CATERPILLAR-2990 XHP SERIAL# JST01420 30016106 1 82,916 16.583 66,333 30014341 2 78,125 40,625 37,500 CATERPILLAR 305E2 CR SERIAL#: H5M01244 CATERPILLAR-299D)GiP SERIAL* JST01192 30016743 0 36,384 7,277 29,107 CATERPILLAR-MBGCR SERIAL#: KCX01962 ALL INFORMATION ok-mi REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE ................................... Pagel 1 of 120 052 611 5=17 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT C .... Mach&Equip Recon Acet Ma eh 8 Equip Recon Acct ASSET AGEYRS COST ACCUM DEPR BOOKVALUE ASSET# AGEVRS COST ACCUM DEPR BOOKVALUE 30012656 3 52,563 37,418 15,135 30011238 4 98,500 81,480 17,021 CATERPILLAR-308D CR SERIAL#: GBT00416 CATERPILLAR-3140 LCR HYDRAULIC SERIAL#. SSZOO504 30012095 3 71,915 59,488 12,427 EXCAVATOR CATERPILLAR-308DCR SERIAL#: GBT00679 30011813 3 192,498 159,234 33,264 30013691 2 50,514 35,966 14,548 CA7ERPILLAR-314E SERIAL#: ZJT00266 CATERPILLAR-308DCR SERIAL : GBT00680 30000117 6 117,000 117,000 0 30015229 1 110,052 57,227 52,825 CATERPILLAR-320C LU SERIAL#: PAC01060 CATERPILLAR-308E2 SERIAL : FJX03268 30000129 10 138,461 138,481 0 30016530 0 112,761 22,552 90,209 CATERPILLAR-320CLU SERIAL#: PACOM32 CATERPILLAR-308E2 SERIAL FJX06634 30012138 3 89,124 73.724 15.401 30012633 3 112,697 80,240 32,457 CATERPILLAR-3200 SERIAL#: DHE00257 CATERPILLAR-30BE2 SERIAL#: FJX00449 30016560 1 74,371 38,673 35,698 30016520 0 112,761 22,552 90,209 CATERPILLAR-3200 LRR SERIAL : DHE00273 CATERPILLAR-30BE2 SERIAL#: FJX06869 30012139 3 102,398 84,704 17,694 30011968 3 127,312 90,646 36,666 CATERPILLAR-3200 LRR SERIAL#: DHE00283 CATERPILLAR-30BE2 CR SERIAL : TMX00683 30014490 2 72,000 37,440 34,560 30013038 2 112,387 58,441 53,946 CATERPILLAR-3200 RR SERIAL#: XGKO0244 CATERPILLAR-30BE2 CR SERIAL#: FJX02030 30016453 1 90,528 18,106 72,422 30016313 1 73,962 14,792 59,170 CATERPILLAR-320E L HYDRAULIC SERIAL#: WBKO0252 EXCAVATOR CATERPILLAR-30BE2 CR SERIAL#. FJX02133 30011477 4 240,287 198,766 41,522 30011957 3 127,312 90,646 36,666 CATERPILLAR-32OF LRR SERIAL#: TFXON79 CATERPILLAR-308E2 CR SERIAL#: TMXOO6B4 3C011476 4 240,287 198,766 41,522 300141336 2 109,076 56,719 52,356 CATERPILLAR-320E LRR SERIAL#: TFX00519 CATERPILLAR-30BE2 CR 56 SERIAL#: FJX02NI 30013539 3 155,085 110,422 44,665 30001521 12 24,129 24,129 0 CATERPILLAR-320EL SERIAL#: WBKW990 CATERPILLAR-31266 SERIAL#: DEJ08761 30014614 2 172,952 89,935 83.017 30003663 12 21,807 21,807 0 CATERPILLAR-32CEL SERIAL#'. TFX00791 CATERPILLAR-M268 SERIAL#: BEJ08813 30012726 2 52,500 37,380 15,120 30000128 8 96,469 96,469 0 CATERPILLAR-321C CR SERIAL#. MCF00581 CATERPILLAR-314C LCR SERIAL#. PCA00970 30000173 5 219,757 219,757 0 30000189 7 99,DO9 99,009 0 CATERPILLAR-321C LCR SERIAL#. MPGD0285 CATERPILLAR-314C LCR SERIAL#', PCA01541 30011557 4 186,236 164.064 32,182 30000194 6 24,430 24,430 0 CATERPILLAIR-3210 LCR SERIAL#: MPG00481 CATERPILLAR-314C LCR SERIAL#'. PGA01797 30015689 1 188,372 97,953 90,419 30000116 10 135,566 135,556 0 CATERPILLAR3210 LCR SERIAL MPG001172 CATERPILLAR-314C LCR SERIAL#: PCA01291 30014794 2 398,353 207,143 191,209 30000209 5 78,750 78,750 0 CATERPILLAR-323FL SERIAL#: XCF00352 CATERPILLAR-314C LCR SERIAL : PCA01490 30013535 3 238,445 169.773 88,672 30011539 4 153,320 126,833 26,495 CATERPILLAR-324E LSLR SERIAL#. PNW01252 CATERPILLAR-3140 LCR SERIAL 4: SSZOO691 30013634 3 257,242 183,156 74,086 300106495 4 137,693 129,762 7,931 CATERPILLAR-324E LSLR SERIAL#: PNW01101 CATERPILLAR-314D LCR SERIAL#: SS700476 30016749 0 103,514 20,703 82,811 30000213 5 148,304 148,304 0 CATERPILLAR-3280 LCR SERIAL#: RMX00296 CATERPILLAR-314D LCR SERIAL SSZOO437 30000210 5 245,29B 245,298 0 30011543 4 163,128 134,939 28,188 CATERPILLAR-328D LCR SERIAL#: RMX00251 CATERPILLAR-3140 LCR SERIAL 4: SSZOO669 30000196 6 224,994 224,994 0 30000218 5 188,742 188,742 0 CATERPILLAR-32B0 LCR SERIAL#', RMX00218 CATERPILLAR-314D LCR SERIAL#: SSZOO460 30000162 9 172,929 172,929 0 30010444 4 94,442 89,D02 5,44C CATERPILLAR-3280 LCR SERIAL#'. GTNO0208 CATERPILLAR-314D LCR SERIAL : SSZ00312 30011520 3 323,248 267,391 55,857 30000217 5 161,201 161,281 0 CATERP11-AR3281)LCR SERIAL#'. RMX00529 CATERPILLAR-314D LCR SERIAL : SSZ00345 30011492 4 328,180 271,471 56,710 30000216 5 180,292 180,292 0 CATERPILLAR-328D LCR SERIAL#'. RMX00503 CATERPILLAR-314D LCR SERIAL#: SSZ00252 30012365 3 319,122 227,215 91,907 CATERPILLAR-328D LCR SERIAL#. RMX00699 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 12 of 120 - 052 ..._. ...._. ..._ .._.. 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT q I Acct Mach cc ....... ...... --l-Mach&Euip 11 - -1--- 7 Mh&Equip R At -...... J ASSET# AGE/YRS COST ACCUMDEPR BOOKVALUE ASSET# AGE1YRS COST ACCUMDEPR BOOKVALUE ...................... . .. ........ 30012600 a 306.238 218,041 88,197 30011788 3 336,871 278,660 58,211 CATERPILLAR-3280 LCR SERIAL# RMI CATERPILLAR-336EH SERIAL#. RZA00171 30012247 3 139,376 99,236 40,140 30011845 3 343,762 284,360 59,402 CATERPILLARI LCR SERIAL#. GTNO0437 CATERPILLAR-33BEL SERIAL# YEP00458 30016586 0 69,538 13,906 55,630 3001 G450 4 358,815 338,147 20,668 CATERPILLAR 328D LCR SERIAL# GTNO0303 CATERPILLAR-336EL SERIAL YEP00357 30015556 1 92,239 47,964 44,275 30011470 4 381,397 315,491 65,905 CATERPILLAR-326D LCR SERIAL#: GTNO0365 CATERPILLAR-336EL SERIAL aZY02491 30015714 1 203,000 105,560 97.440 30015394 1 185,000 96,200 80,800 CATERPILI-AR-3280 LCR SERIAL#: RW00465 CATERPILLAR-336EL SERIAL YEP00354 30012287 3 281,740 200,599 81,141 30013404 4 345,711 325,798 19,913 CATERPILLAR-320D LCR SERIAL M RMX00707 CATFRPILILAR3361EL SERIAL BZY01446 30014522 , 2 284,067 147,710 136,347 30014596 2 183,239 95,284 87,955 CATERPILLAR 3280 LCR SERIAL# RMX01033 CATERPILLAR336EL SERIAL BZY01061 30000104 11 244,984 244,984 0 30015877 1 164,780 85,685 79,094 CATERPILLAR-330CL SERIAL DKY0361 0 CATERPILLAR-MIIEL SERIAL aZY02107 30000166 a 246,706 248,706 0 30011922 3 310,165 256,568 53,596 CATERPILLAR-33ODL SERIAL MWP02334 CATERPILLARI SERIAL# YEP00498 30016498 0 78,DD6 15,601 62,405 30012005 3 374,620 309,886 64,734 CATERPILLAR-33ODL SERIAL S6H00620 CATERPILLAR-338EL H SERIAL#: RZA002" 30014305 1 274.942 142,970 131,972 30011450 4 279,623 231.304 48,319 CATERPILLAR-335F SERIAL 4 ME00226 CATERIFILI-AR.336EL20DRILL OH60 SERIAL# BZY00321 30014303 1 274.942 142,970 131,972 30012907 2 313,914 163,235 160,679 CATERPILLAR-335F SERIAL# KNE00224 CATERPILLAR M6F SERIAL 4: SSNO0198 30014306 1 274,942 142,970 131,972 30014307 1 305,105 61,021 244,084 CATERPILLAR 335F SERIAL KNE00222 CATERPILLAR-336FL XE ME SERIAL LTP00195 3DO15378 1 299,848 155,921 143,927 30014304 1 305,105 158,654 146,450 CATERPILLAR-335F LCR SERIAL KNE00377 CATERPILLAR-336FL XE ME SERIAL DFY00133 30016283 1 216,359 43,272 173,088 30001533 11 61,898 61,898 0 CATERPILLAR-335F LCR SERIAL 4 KNEW199 CATERPILLAR-3412E SERIAL P BDT04148 30016526 0 317,666 63,533 254,133 30000105 11 387,15" 387,844 0 CATERPILLAR-335F L CR SERIAL 9; KNE00618 CATERPILLAR-345CL SERIAL#. PJW00590 30016527 0 325,622 85,124 260,497 3000058 9 278,886 278,866 0 CATERPILLAR 335F LCR SERIAL ME00611 CATERPILLAR-345CL-FG SERIAL k PJWOIG14 30014563 2 284.730 148.059 136,670 30011624 4 206,105 170,490 35,615 CATERPILLAR-335FL CR SERIAL ME00249 CATERPILLAR-345DL FG SERIAL#: EEHOO812 30014654 1 297,8135 154,890 142,975 30011488 4 1,418.905 1,173,718 245,187 CATERPILLAR-335FL CR SERIAL KNE00254 CATERPILLAR 349WIMT AF 2700 LCA SERIAL# NXU1722 30014653 1 297,866 154,890 142,976 30013504 4 538.6D9 445,538 93,072 CATERPILLAR-335FL CR SERIAL IG4E00235 CATERPILLAR-349E SERIAL* MPZ00416 30014302 2 274,942 142,970 131,972 30011297 4 551,737 456,396 95.340 CATERPILLAR-335FL CRT SERIAL M KNE00223 CATERPILLAR-349EL SERIAL TFG00579 30016769 0 61,000 12,200 48,600 30000212 5 461,147 481,147 0 CATERPILILAR,I SERIAL M W31<00484 CATERPI LLAR-34SEL FG SERIAL TF(300279 30000199 6 256,500 256,500 0 30010743 4 385,003 362,827 22,176 CATERPILLAR-336DL SERIAL#: W31<01272 CATERPILLAR-34SEL FG SERIAL M. TFG00429 30000197 6 217.958 217,958 a 30012026 3 487,509 403,267 84,242 CATERPILLAR-336131- SERIAL W301226 CATERPILLAR-34BEL FG SERIAL M TFG00755 30000215 5 297,210 297,210 0 30016314 1 168,462 33,692 134,770 CATERPILLAR-336DL SERIAL W31<0161 3 CATERPILLAR-UgEL FG SERIAL#: TFGDO653 30000200 6 301,025 301,025 0 30014308 2 431,841 224,557 207,284 CATERPILLAR-33ODL SERIAL k W31<01391 CATERPILLAR-349F SERIAL#: HPDON97 30016565 0 84,634 16,927 67,707 30016524 0 465,858 93,172 372,887 CATERPILLAR-33601- SERIAL M W31<01233 CATERPILLAR-349F L XE SERIAL#: SF0001 14 30011546 4 1,234,000 1,020,765 213,235 30014564 2 449,182 233,575 215,W8 CATERPILLAR-336FJIMT-AF 250E SERIAL 9: TM00203 CATERPILLAR-349FL SERIAL#. BZ200218 -------------- lI - FI5ILIIi & REPORT 99 TREATED CONI UNLESS SPECIFICALLY ifkfg &AERWi Page 13 of 120 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT - - Mach 8 Equip Recon Acct � L....� .......... ....Mach 3 Equip Recon Acd, ASSET# AGEJYRS COST ACCUM DEPR BOOKVALUE ASSET# AGE/YRS COST ACCUM DEPR BOOKVALUE ........... ..................._. .......... ...._......�........... ,, _-____ -__.--. 30001438 15 159,206 159,206 0 30000421 7 211,935 211,935 0 CATERPILLAR-3508 SERIALM 6PNO0674 CATERPILLAR-623G SERIAL#: DBCOD413 30016224 1 322,562 64,512 258,050 30000380 20 800,946 800,946 0 CATERPILLAR-3740L SERIAL#: PAP00312 CATERPILLAR-657E SERIAL#: 5YR00224 30015141 1 609,098 316,731 292,367 30000379 20 800,946 800,946 0 CATERPILLAR-374FL SERIAL#: DNM00214 CATERPILLAR-657E SERIAL#: 5YR00223 30000141 9 670,262 570.262 0 30000370 21 439,415 439,415 0 CATERPILLAR-385CL SERIAL EDA00360 CATERPILLAR-657E SERIAL 91ZO0448 30000091 11 706,702 706,702 0 30000369 21 439,662 439,562 0 CATERPILLAR-385CL SERIAL#, EDA00200 CATERPILLAR-657E SERIAL#: 91Z00447 30016866 0 217,779 43,556 174,223 3000036E 21 439,563 439.563 0 CATERPILLAR-39ODL SERIAL#. WBT00193 CATERPILLAR-657E SERIAL#'. 91ZC0446 30016514 0 269,525 57,905 231,620 30000371 21 439,415 439.415 0 CATERPILLAR-390DL HYDRAULIC SERIAL#: WBT00259 CATERPILLAR-657E SERIAL#: 91Z00449 EXCAVATOR 30016699 0 1,245,641 249,128 996.512 30014455 2 945,163 491,485 453,678 CATERPILLAR-657G SERIAL#: WlCO0341 CATERPILLAR-390FL SERIAL MGF00176 30016698 0 1,245,641 249,128 996,512 30001577 9 62,995 62,995 0 CATERPILLAR-657G SERIAL#: WlCG0336 CATERPILLAR-410KW SERIAL 4: C5E00447 30014556 2 338,155 175,841 162,314 3DO01578 9 69,448 69,448 0 CATERPILLAR-725C SERIAL#. TFBOU13 CATERPILLAR410M SERIAL#: C5E01330 30014557 2 338,155 175,841 162,314 3DO05141 7 53,747 53,747 0 CATERPILLAR-725C SERIAL#: TFMN14 CATERPILLAR414E SERIAL ELB004B4 30001030 5 153,000 153,000 0 30016593 0 22,114 4,423 17,691 CATERPILLAR-730 SERIAL#. BIM01660 CATERPILLAR414E SERIAL ELS00533 30016154 1 93.458 18,692 74,766 3DD15976 1 21,001 4,200 16,801 CATERPILLAR-730 SERIAL#: 01MO1921 CATERPILLAR 414E SERIAL#: ELBON21 30016155 1 102,615 20,503 82,012 30005156 5 105,679 105,679 0 CATERPILLAR-730 SERIAL#: BIM01667 CATERPILLAR420E IT SERIAL#: DAN00962 30015722 1 194,232 101,000 93,231 3GOD5153 5 105,679 105,679 0 CATERPILLAR-730 EJ SERIAL#: BIWOD429 CATERPILLAR420E IT SERIAL#: DAN00961 30015756 1 196,783 102,327 94,456 30014296 2 95,653 49,740 45,914 CATERPILLAR-730 EJ SERIAL#: B1W00431 CATERPILLAR42OF SERIAL#: JWJ02896 30015723 1 201,768 134.914 96,13" 30016610 0 53,985 10,797 43,188 CATERPILLAR-730 EJ SERIAL BIWO0432 CATERPILLAR420F SERIAL#', JWJ00815 3OD15725 1 193,705 100,727 92,976 30014297 2 95,653 49,740 45,914 CATERPILLAR-730 EJ SERIAL#: 01W00426 CATERPILLARd20F SERIAL#: JWJ02871 30001023 5 144,000 144,000 0 30013587 2 135,343 96,364 38,979 CATERPILLAR-735 SERIAL Bl NO0311 CATERPILLAR42OF IT SERIAL#: JWJ02470 30001003 10 467,813 467,813 0 30010617 4 84,542 79,672 4,870 CATERPILLAR-740 SERIAL B1 P01905 CATERPILLAR43DE SERIAL : SW000474 30001002 10 460,142 468,142 0 30005130 6 63,575 63,575 0 CATERPILLAR-740 SERIAL#: Bl PO1904 CATERPILLAR430E SERIAL#: EAT01122 30001001 10 467,656 467,656 0 30005127 9 99,465 99,466 0 CATERPILLAR-740 SERIAL#: B1 P01B99 CATERPILLAR430E SERIAL 9- EAT01161 30001000 10 467,204 467,204 0 30010504 4 80,597 75,955 4,642 CATERPILLAR-740 SERIAL Bl PO1898 CATERPILIAR430E BACKHOE LOADER SERIAL SWCON68 30001020 9 424,541 424,541 0 30011523 4 142,880 116,190 24,690 CATERPILLAR440 BERIAL#: B1P02397 CATERPILLAR450E SERIAL#: RBAN327 30001021 9 393.102 393,102 0 30014459 2 50,000 26,000 24,000 CATERPILLAR440 SERIAL : 61 P01492 CATERPILLAR45CE SERIAL : EBL00280 30001009 9 416,817 416,617 0 30000423 5 200,947 200.947 0 CATERPILLAR-740 BERIAL#: 61 P02789 CATERPILLAR-613C SERIAL#. 8W03469 30010763 4 513.986 484,380 29,606 30000389 11 216,657 216,657 0 CATERPILLAR-7406 SERIAL : T41R00739 CATERPILLAR-8130 SERIAL#. 8LJ02912 30010761 4 562,955 530,529 32,426 CATERPILLAR-740B SERIAL#: T41R00957 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 14 of 120 - --- - 052 ..._. .. ...... --- 6/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Recon Acct.. ...... ........_ -. . Mach&Equip.Recon Acet VI ASSET# AGEVRS COST ACCUM DEPR BOOKVALUE ASSET# AGEYRS COST ACCUM DEPR BOOKVALUE 30010760 4 576,666 543.452 33,216 30015673 1 91,504 47,582 43,922 CATERPILLAR-740B SERIAL 4: T4R00956 CATERPILLAR-773E SERIAL#: BDADW33 30001031 5 477,445 477,445 0 30015676 1 96,679 50,273 46,406 CATERPILLAR-74013 SERIAL 4: T414D02]7 CATERPILLAR-773E SERIAL#. BDAOD926 30010758 4 467,376 440,455 26,921 30015675 1 96,679 50,273 46,406 CATERPILLAR-7408 SERIAL 4: T4R00695 CATERPILLAR-773E SERIAL#: BDAON27 30016516 0 174,524 34,905 139,619 30012510 3 194,124 138,216 55,908 CATERPILLAR-740B SERIAL T4R00838 CATERPILLAR-ME SERIAL#: BDA00931 30015569 1 271,957 141,41E 130,640 30016849 0 119.759 23.952 95,807 CATERPILLAR-740B SERIAL 4; T41R00777 CATERPILLAR-773F SERIAL EED00769 30012494 3 583,835 415.691 168,145 30016767 0 110,536 22,117 88,468 CATERPILLAR-74015 SERIAL#: T41101992 CATERPILLAR-773F SERIAL EED00768 30015951 1 175,364 35,073 140,291 30016768 0 118,805 23,761 95,044 CATERPILLAR-740B SERIAL#: T4R00833 CATERPILLAR-773F SERIAL#: EED00759 30015137 1 214,093 111,328 102.765 30012405 3 263,625 187,701 75,924 CATERPILLAR-74013 SERIAL#: T41300481 CATERPILLAR-T73F SERIAL EED01139 30012493 3 583,835 415,691 168,145 30012560 3 919,157 654,440 264,717 CATERPILLAR-740B SERIAL#: T4R01987 CATERPILLAR-773G SERIAL#: JWSM269 30016855 0 189,724 37,945 151,779 30012561 3 919,157 654,440 264.717 CATERPILLAR4408 EJ SERIAL T4800336 CATERPILLAR-7730 SERIAL#: JW800270 30016854 0 187,542 37,508 150,034 30012742 2 55,773 39,710 16,063 CATERPILLAR-740B EJ SERIAL 4: T4S00333 CATERPILLAR-777C SERIAL#: 4XJ00208 3DO10903 4 614,962 508,697 106.265 30013065 2 120,DD0 85,440 34,560 CATERPILLAR-740B EJ SERIAL#: T4S00337 CATERPILLAR-777C SERIAL#: 4XJDD793 30010969 4 686,719 647,164 39.555 30013W 2 120,000 85,440 34,560 CATERPILLAR-74013 GF8K SERIAL : T41101100 CATERPILLAR-MG SERIAL# 4XJ00533 30010970 4 686,719 647,164 39,555 30013067 2 120,000 85,440 34,660 CATERPILLAR-740B GFSK SERIAL#: T4R01387 CATERPILLAR-777C SERIAL#: 4XJ00704 3GO16697 0 630,119 106,024 424,095 30013068 2 120,000 85,440 34,560 CATERPILLAR-745C SERIAL#' TFK01315 CATERPILLAR-777C SERIAL 4: 4XJ00179 30014797 1 503,229 303,279 279.950 30012744 2 55,773 39,710 16.063 CATERPILLAR-745C SERIAL#: TFK00276 CATERPILLAR-MC SERIAL 4XJ00188 30014798 1 583,229 303,279 279,950 30012741 2 55,773 39,710 16,063 CATERPILLAR-745C SERIAL#: TFK00291 CATERPILLAR-MC SERIAL#: 4XJ00194 30016229 1 594,088 118,818 476,270 30012740 2 55,773 39,710 16,063 CATERPILLAR-745C SERIAL#: TFK01077 CATERPILLAR-777C SERIAL#. 4XJ00160 30016230 1 594,089 118,816 475,271 30012739 2 55,773 39,710 16,063 CATERPILLAR-745C SERIAL#: TFK00997 CATERPILLAR-MC SERIAL#: 4XJ00177 30016231 1 587,126 117,425 469,701 30016727 0 2,200,000 600,000 1,700,000 CATERPILLAR-745C SERIAL 0: TFK01030 CATERPILLAR-793F SERIAL#: SSP00134 30014799 1 583.229 303.279 279,950 30016726 0 2,200,000 500,000 1,700,000 CATERPILLAR-745C SERIAL : TFK00377 CATERPILLAR-793F SERIAL#: SSPOO133 30016696 0 530,119 106,024 424,095 30016725 0 2,200,000 500,000 1,700,000 CATERPILLAR-745C SERIAL#: TFK01314 CATERPILLAR-793F SERIAL SSP00132 30014800 1 663,229 303,279 279,950 30016728 0 2,200,000 500,000 1,700,000 CATERPILLAR-745C SERIAL#: TF1<00384 CATERPILLAR-793F SERIAL#: SSP00135 30016696 0 515.326 103,065 412,261 30016729 0 2,200.000 500,000 1,700,000 CATERPILLAR-745C SERIAL#: TFK01191 CATERPILLAR-793F SERIAL#: 5SP00136 3DO16677 1 41,268 21,459 19,809 30000310 8 255,485 255,485 0 CATERPILLAR-769D SERIAL 4. STR00352 CATERPILLAR-515F2 SERIAL# BYN00340 30015680 1 41,224 21,436 19,787 30015%5 1 172,396 89,646 82,750 CA7ERPILLAR-769D SERIAL 5TR00WI CATERPILLAR-815F2 SERIAL#: BYN00379 30015678 1 41,268 21,459 19,B09 30015708 1 160.739 83,584 77,155 CATERPILLAR-769D SERIAL#: STRO03M CATERPILLAR-815F2 SERIAL#: BYNW 7 30000987 11 490,864 490,864 0 30014313 2 395,684 205,756 189.928 CATERPILLAR-773E SERIAL#: BDA00930 CATERPILLAR-BISF2 SERIAL#: BYNO1135 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS'SPECIFICALLY STATED OTHERWISE Page 15 of 120 2058 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolldated EQUIPMENT DETAIL REPORT Mach 9 Equip Recon Acct Mach&Equip Recon AcM ASSET# AGEIVRS COST ACCUM DEPR BOOKVALUE ASSET AGEYRS COST ACCUM DEPR BOOKVALUE 30015616 1 161,787 84,129 77,658 30003293 8 166,936 156,936 0 CATERPILLAR-815F2 SERIAL#. BYNO0345 CATERPILLAR-938G SERIAL#: CRD02535 30000274 8 321,776 321,776 0 30003240 7 124,200 124,200 0 CATERPILLAR-825H SERIAL#'. AZW00210 CATERPILLAR-938G 11 SERIAL 9: RTBO1586 30013014 2 101,737 52,903 48,834 30003345 5 226,427 226,427 0 CATERPILLAR-908H2 SERIAL JRD02030 CATERPILLAR-936H SERIAL#: W001640 30014463 2 102,502 53,301 49,201 30014335 2 193,950 100,854 93,096 CATERPILLAR-908H2 SERIAL#: JR002737 CATERPILLAR-93BK SERIAL#: SWL03B06 30016740 0 20,000 4,000 16,000 30014884 1 195,148 101,477 93,671 CATERPILLAR-910 KW SERIAL 4: ACGO0226 CATERPILLAR-930K SERIAL#: SWL03919 30014546 2 46,000 23,920 22,080 30014337 1 193,539 100,640 92,899 CATERPILLAR-924G SERIAL DOA03112 CATERPILLAR-930K SERIAL SWL03904 30003292 8 123,694 123,694 0 30014334 2 193,950 100,854 93,096 CATERPILLAR-928HZ SERIAL : CXKM387 CATERPILLAR-9301< SERIAL#: SWL03807 30003295 8 141,987 141,987 0 30014336 1 193,539 100,640 92,899 CATERPILLAR-928HZ SERIAL#: CXKW0 6 CATERPILLAR-938K SERIAL#: SWL03906 30016533 0 58,175 11,635 46,54C 30012008 2 204,982 145,947 59,035 CATERPI1-1-AR-926HZ SERIAL : CXK01494 CATERPILLAR-93BK SERIAL#: SWL03527 30003264 9 130,654 130,654 0 30011461 4 210,517 174,140 36,377 CATERPILLAR-930G SERIAL#: TWR02967 CATERPILLAR-93BK WHEEL LCADER(DCA3) SERIAL#: SWL00920 30003228 11 106,197 106,197 0 30003341 5 160,296 160,296 0 CATERPILLAR-93OG SERIAL#: TWROO556 CATERPILLAR-950H SERIAL#: J5J01613 30003257 7 70,000 70,000 0 30003342 5 269,765 269,765 0 CATERPILLAR-93oG SERIAL#: TWR02436 CATERPILLAR-950H SERIAL 4: J5JO1689 30003265 10 12.2.321 122.321 0 30003310 7 152,974 152,974 0 CATERPILLAR-930G SERIAL#: TWR02345 CATERPILLAR-950H SERIAL 4: K5K02W9 30016472 0 55,377 11,075 44,302 30003261 6 100,000 100,000 0 CATERPILLAR-930G SERIAL : TWR01183 CATERPILLAR.950H SERIAL#: K5K01128 30003320 6 139,119 139,119 0 30003259 9 196,896 196,896 0 CATERPILLAR-930H SERIAL#. DHC01675 CATERPILLAR-950H SERIAL K5KO1422 30011757 3 70,060 57,953 12,106 30003338 5 232,513 232,513 0 CATERPILLAR-930H SERIAL#: DHCO0775 CATERPILLAR-950H SERIAL#: K5K03393 Ml2144 3 106,331 87,957 18,374 30012329 3 102,681 73,109 29,572 CATERPILLAR-930H SERIAL#'. DHCO3B41 CATERPILLAR-950H SERIAL#: K51<02342 30012143 3 106,331 67,957 16,374 30016330 1 74.272 14.854 59,418 CATERPILLAR-930H SERIAL#. DHCO3166 CATERPILLAR-95011 SERIAL 4: K5K02802 30013615 6 143,760 143,760 0 30011474 4 291,973 241,520 50,453 CATERPILLAR-930H SERIAL 4, DHCC1840 CATERPILLAR-950K SERIAL#: R4AO1317 30011425 4 170,313 140,883 29,430 30013551 2 252,444 179,740 72,704 CATERPILLAR-930K SERIAL#: RHN01450 CATERPILLAR-950K SERIAL#: R4A02321 30011482 4 192,656 159,365 33,291 30014339 2 247,414 128,655 118,759 CATERPILLAR-930K SERIAL#: RHN01742 CATERPILLAR-950K SERIAL#: FEROU38 30012685 2 215,198 153,221 61.977 30012218 3 194,276 138,325 56,952 CATERPILLAR-930K SERIAL#: RHN03156 CATERPILLAR-950K SERIAL#: RAA00922 3DO16454 1 93,815 18,763 75.052 30014338 2 247,414 128,655 118,759 CATERPILLAR-930K SERIAL#: MN015M CATERPILLAR-950K SERIAL#: FER00875 30012515 3 168.740 120,143 48,597 30012538 3 280,150 199,467 80,683 CATERPILLAR-930K SERIAL#[ RHN02133 CATERPILLAR-950K SERIAL#: 114A02484 3DO16550 0 88,084 17,617 70,467 30012694 3 270,000 192,240 77,760 CATERPILLAR-930K SERIAL#: RHN00954 CATERPILLAR-9WK SERIAL#: R4A01108 30012966 2 207,157 147,496 59,661 30012356 3 282,208 200,932 81,276 CATERPILLAR-930K SERIAL It RHN03076 CATERPILLAR-950K SERIAL#: R4AC2029 30011861 3 204,540 169,196 35,345 30012487 3 289,423 206,069 83,354 CATERPILLAR-930K SERIAL#: RHN02000 CATERPILLAR-950K SERIAL#: FER00389 30011860 3 204,540 169,196 35,345 30012327 3 276,186 196,645 79,542 CATERPILLAR-930K SERIAL#: RHN01991 CATERPILLAR-950K SERIAL#: R4AO2240 ALL INFORMATION-ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 16 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT wa��i Equip Recon Acc.It Mach-6....-Re-c I a ct 11 n Acpp ........................ ................. ASSET# AGUYRS COST ACCUMDEPR BOOK VALUE ASSET# AGFNRS COST ACCUIVIDEPR BOOK VALUE .................... 30011414 4 284,125 235,028 49,097 30012695 3 311,553 221,826 09,727 CATERPILLAR-950K WHEEL LOADER SERIALM R4A01252 CATERPILLAR-966K SERIA-#: TFS00765 30011413 4 284,125 235,028 49.097 30016365 1 366,473 73.295 293,179 CATERPILLAR 950K WHEEL LOADER SERIAL 0: RAA01261 CATERPILLAR-966M SERIAL M KJP01738 30016822 0 117,464 23,493 93,971 30012814 2 403,150 287,043 116,107 CATERPILLAR.950K WHEEL LOADER(DCA6) SERIAL#: R4A00996 CATERPILLAR-966M SERIAL# KJP00479 30012812 2 161.718 115,143 46,575 30014744 2 365.756 190,193 175.563 CATERPILLAR-950K WHEEL LOADER(DCA6) SERIN-# R4A00997 CATERPILLAR 966M SERIAL* KJP00903 30012813 2 177,294 126,234 51,061 30012809 2 395,516 281,607 113.908 CATERPI LLAR-950K WHEEL LOADER(DCAB) SERIAL 4: R4A00999 CATERPILLAR-966M SERIAL M UP00533 30016605 0 269,749 53,950 215,799 30014340 2 348.861 161,408 167,453 CATERPILLAR-950M SERIAL 0: EMB02508 CATERPILLAR-966M SERIAL M KJP00887 30016624 a 269,550 53,910 215,640 30016601 0 346,199 69,240 276,959 CATERPILLAR-950M SERIAL# EMB02595 CATERPILLAR-966M SERIAL M KJP01753 30003189 12 135,766 135,756 0 30016606 0 374,211 74,842 299,369 CATERPILLAR-962G SERIAL# 4PWO0597 CATERPILLAR-966M SERIAL#: KJP01699 30014458 2 87,300 45,396 41,9134 30016523 a 375,672 75,134 300T538 CATERPILLAR-9631) SERIAL#. LOS01015 CA7ERPILLAR-966M SERIAL* KJP00871 30003195 12 273,272 273,272 0 30010759 4 394,680 371,946 22,734 CATERPILLAR-966GII SERIAL M ANZ00930 CATERPILLAR-980K SERIAL# W71<00695 30003296 8 198,994 198,994 0 30016067 1 256.9963 51,399 205,596 CATERPILLAR-966H SERIAL 9: MD01547 CATERPILLAR-980K SERIAL#. W7K01330 30003267 6 180,0()0 180,000 0 30011199 4 483,826 400,221 83,605 CATERPILLAR-966H SERIAL ABDO1107 CATERPILLAR-960K WHEEL LOADER SERIAL 4: W7K01293 30011758 3 225.000 186,120 36,880 30015399 1 232,750 121.030 111.720 CATERPILLAR-966H SERIAL MD02719 CATERPILLAR-900K WHEEL LOADER SERIAL M W7K00905 30003321 6 287,125 287,125 0 30012738 2 259,286 184,612 74.674 CATERPILLAR-966H SERIAL M A61)02614 CATERPILLAR 980K WHEEL LOADER SERIN-M W7K00396 30011796 3 14UO0 122,426 25,674 30016184 1 474,526 94,905 379,621 CATERPILLAR-966H SERIAL 0: A6D02502 CATERPILLAR-98010 SERIAL M KRS01247 30003302 7 299,895 299,895 0 30016490 0 451,404 9D,281 361,123 CATERPILLAR-966H SERIAL M A6D02391 CATERPILLAR-980M SERIAL KRS01838 30003299 6 200,000 2130,000 0 30003186 13 483.080 483,080 0 CATERPILLAR-966H SERIAL# A5D01631 CATERPILLAR-988G SERIAL BNHO1165 30003247 10 225,137 225,137 0 30003184 13 482,223 482,223 0 CATERPILLAR-966H SERIAL 4: MD0031 0 CATERPILLAR-9880 SERIAL N; 5NH01 165 30003260 9 259,2154 259,284 0 30003213 11 3a6,836 385,636 0 CATERPILLAR-966H SERIAL M A6D01172 CATERPILLAR-98BG SERIAL M 3NH01 107 30003328 6 255,035 255.035 0 30016068 1 251,593 50,319 201,274 CATERPILLAR-966H SERIAL#: ABD02361 CATERPILLAR-99011 SERIAL#: SCR00287 30003340 5 244,144 244,144 0 30003087 11 378,367 378,367 0 CATERPILLAR-966H SERIAL* A6D02702 CATERPILLAR-AP10650 SERIAL# FAC00236 3DO03287 a 246,360 246,360 0 30011195 4 454,a57 376,257 78,599 CATERPILLAR-966H SERIAL M A6D01376 CATERPILLAR-AP1055E SERIAL M TJF00229 30012082 3 89,606 74,122 15,484 30011400 4 460,746 381,429 79,617 CATERPILLAR-96611 SERIAL* A6D01942 CATERPILLAR AP1055E SERIAL M TJF002N 30015829 1 107,609 55,957 61,652 30016529 0 446,528 89,306 357.223 CATERPILLAR-986H SERIAL# ABDO2411 CATERPILLAR-AP1055F SERIAL#: TJ500476 30016288 1 123,553 24,711 98,842 30002163 6 16,365 15,365 0 CATERPILLAR-965H SERIAL 4: A6D02326 CATERPILLAR-RA30 SERIAL* 70000708 30010524 4 374,927 353,331 21,596 30003667 11 40,330 40,330 0 CATERPILLAR-906K SERIAL M TFS00696 CATERPILLAR-C15 SERIAL M JRE00190 3DO12354 3 401,624 285.956 115,668 30011670 3 25,732 21,285 4,446 CATERPILLAR-966K SERIAL# TFSOOB07 CATERPILLAR-05000 LE SERIAL ff. AT9034431 30011923 3 390,938 323,301 67,537 30016198 1 13.321 2,664 10,657 CATERPILLAR-966K SERIAL#: TFS00978 CATERPILLAR-CB22 SERIAL#: MG0728 ALL INFORMATION ON THIS k5 Lib BE kWEi5 AS CONFIDENTIAL ljg[tSS SPECIFICALLY-STATED OTHERWISE ---- ------- -- Page 17 of 120 2058 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT - - - .. ... ........ �- .- .... ._Mach&Equip Recon Acct ._...... ......... �.....-... .. .- Mach&EquiP Recon Acct .. ......_ _� ASSET# AGEIYRS COST ACCUM DEPR BOOKVALUE ASSET# AGEYRS COST ACCUM DEPR BOOKVALUE 30012237 3 45,035 32,065 12,970 30000301 5 76,733 76,733 0 CATERPILLAR-CB22B SERIAL#: 41900105 CATERPILLAR-CS56 SERIAL M CSS00253 30000345 5 32,473 32,473 0 30000298 6 81,641 81,641 0 CATERPILLAR-CH24 SERIAL 4: 24001506 CATERPILLAR-CS56 SERIAL#. C5SO0279 30000251 14 26,309 26,309 0 30012528 3 56.111 39,951 16,160 CATERPILLAR-CP323C SERIAL# IEN00309 CATERPILLAR-CS56 SERIAL 0: CBS00881 30015221 1 34,000 17,680 16,320 30012379 3 93,363 66,489 26,894 CATERPILLAR-CP433E SERIAL ASNO0833 CATERPILLAR-CS56 SERIAL M C5SO1735 30010523 4 149,915 141,280 6,635 300127DO 3 80,000 56,960 23,040 CATERPILLAR-CP56 SERIAL#: C5P00694 CATERPILLAR-CS56 SERIAL M C5SO0733 30011799 3 55,814 46,169 9,645 30016434 1 70,584 14,117 56,467 CATERPILLAR-CP56 SERIAL#: C5P00401 CATERPILLAR-CS56 SERIAL#. CSS01113 30015820 1 64,519 33,550 30,969 30015605 1 58,851 30,602 26,248 CATERPILLAR-CP56 SERIAL 4; CSP00164 CATERPILLAR-CS56 SERIAL 9: CSSUI02 30000271 11 77.589 77,569 0 30012619 3 77,218 54,979 22,239 CATERPILLAR-CS3230 SERIAL : DAR002M CATERPILLAR-CS56 SERIAL#: C5S01253 30012141 3 36,112 29,872 6,240 30012875 2 79,150 56,355 22,795 CATERPILLAR-CS423E SERIAL : AST00697 CATERPILLAR-CS56 SERIAL C5SO1403 30016566 0 35,401 7,080 28.321 30016289 1 63,034 12,607 50,427 CATERPILLAR-CS423E SERIAL# AST00067 CATERPILLAR-CS56 SERIAL#: C5S00835 30016770 0 31,707 6,341 25,366 30011010 4 148,888 140,312 8,576 CATERPILLAR-CS433E SERIAL : ASR00717 CATERPILLAR-0558 VIBRATORY SERIAL 4: C5801627 30000313 5 65,000 65,000 0 COMPACTOR CATERPILLAR-CS433E SERIAL#: ASR01168 30013496 14 116,832 116,832 0 30000291 9 36,522 36,522 0 CATERPILLAR-CS563D SERIAL 9MWO0515 CATERPILLAR-CS433E SERIAL#. ASR00716 30000283 9 17,203 17,203 0 30000320 7 89,433 89,433 0 CATERPILLAR-CS563E SERIAL#: CNG00991 CATERPILLAR-CS433E SERIAL#, ASR01126 30000289 9 63,266 63,286 0 30012140 3 36,112 29,872 6,240 CATERPILLAR-CS563E SERIAL CNG01492 CATERPILLAR-05433E SERIAL#. ASROD917 30000282 6 50,000 50,000 0 30015826 1 32,352 16,823 15,629 OATERPILLAR-CS563E SERIAL M CNG02098 CATERPILLAR-CS433E SERIAL#. ASR01127 30000290 9 38,720 38.720 0 30016226 1 23,462 4,692 18,770 CATERPILLAR-CS563E SERIAL 9: CNG01349 CATERPILLAR-CS433E SERIAL CFP00134 30000297 9 48,798 46,798 0 30000347 5 108,355 108,355 0 CATERPILLAR-CS563E SERIAL 9: CN001394 CATERPILLAR-cs14 SERIAL M4C00244 30000281 6 60,000 50,000 0 30016197 1 64,643 12,929 51,714 CATERPILLAR-CS563E SERIAL M CNG02101 CATERPILLAR-cs44 SERI&#: W000345 30015073 2 66,000 28,600 26,400 30014962 1 123,170 64,049 59,122 CATERPILLAR-CS563E SERIAL#: CNG02017 CATERPILLAR-0544 SERIAL#: WC00773 30016795 0 161,019 32,204 128,815 30014961 1 123,170 64,049 59,122 CATERPILLAR-CS566 SERIAL#: S5600304 CATERPILLAR-Cs SERIAL#: M4CO0615 30016754 0 161,019 32,204 126,815 30010595 4 91,203 85,949 5,253 CATERPILLAR-CS5613 SERIAL S5600290 CATERPILLAR-CS44 VIBRATORY SERIAL#: P44000343 30011294 4 110,051 91,034 19,017 COMPACTOR CATERPILLAR-CS5613 SERIAL#: LBH00275 30000269 11 76,625 76,625 0 30014309 2 140,532 73,076 67,455 CATERPILLAR-CS533E SERIAL : ASLOO538 CATERPILLAR-CS5613 SERIAL#: LOH00988 30000302 8 70,050 70,050 0 30014310 2 140,532 73,076 67,455 CATERPILLAR-CS54 SERIAL#. C5R00105 CATERPILLAR-CS566 SERIAL#: LBH00991 30000315 6 85,000 85,000 0 30016371 1 169,792 31,958 127,834 CATERPILLAR-CS54 SERIAL#. C5R00277 CATERPILLAR-CS56B SERIAL#: S5600232 30000305 6 84,693 64,693 0 300163B7 1 159,769 31,954 127,815 CATERPILLAR-CS54 SERIAL# CSR00164 CATERPILLAR-CS568 SERIAL#. S5000231 30011298 4 90,677 75,174 15,704 30016534 0 80,816 16,163 64,653 CATERPILLAR-CS54 VIBRATORY SERIAL : C51R00643 CATERPILLAR-CS74 VIBRATORY SERIAL C4S00158 COMPACTOR COMPACTOR . ..... .... .....-6 ........_- 11 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATE 11 D OTHERWISE--- Page 18 of 120 .. -... --- ---- 2058 ---- ---- -... ._.. ._-511512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ..... . &Equip Recon Acct -- I .--... Mach&Equip Recon,Acct_ ... ASSET# AGEYRS COST ACCUM DEPR BOOKVALUE ASSET# AGE/YRS COST ACCUM DEPR BOOKVALUE 30012086 3 248192 205,306 42,888 30014268 2 123,080 64,002 59,078 CATERPILLAR-CS745 SERIAL#: LCB00113 CATERPILLAR-D4K2 XL SERIAL MMOD615 30000307 8 125,553 125,553 0 30014287 2 123,080 64,002 59,078 CATERPILLAR-CS76 SERIAL#: JCS00I17 CATERPILLAR-D4K2 XL SERIAL#: KMM00613 300003" 5 149,644 149,644 0 30016617 0 124,470 24,894 99,576 CATERPILLAR-CS76 SERIAL#: JCS00167 CATERPILLAR-D4K2 XL SERIAL#: KM202261 30014311 1 220,616 114,720 105,696 30014289 1 125,747 65.389 60,359 CATERPILLAR-CS788 SERIAL#: L8C00203 CATERPILLAR-D4K2 XL SERIAL KMM00687 30014312 1 220,616 114,720 105,896 30016457 0 134,757 26,951 107,805 CATERPILLAR-CS76B SERIAL#: LBC00206 CATERPILLAR-D4K2 XL SERIAL KM200351 30014SL41 1 284,721 148,055 136,666 30014295 1 123,780 64,366 59.415 CATERPILLAR-CT660NEGA 4000 SERIAL 4. 3HTJGTKT3GN224876 CATERPILLAR-D4K2-XL SERIAL#: KWO0205 30014940 1 284,721 148,055 136,666 30004586 10 68,705 58,705 0 CATERPILLAR-CT66044EGA 4000 SERIAL : 3HTJGTKT6GN224873 CATERPILLAR-DSGLPO SERIAL#: RKG017T7 30014944 1 284,721 148,055 136,666 30015281 1 59,000 30,680 28.320 CATERPILLAR-CT650WEGA 4000 SERIAL 4: 3HTJGTK77GN224876 CATERPILLAR-DSK XL SERIAL#: WWW00925 30014943 1 284,721 148,055 136,666 30016570 O 151,400 30,280 121,120 CATERPILLAR-CT660RAEGA 4000 SERIAL It 3HTJGTKT8GN224873 CATERPILLAR-136 2 SERIAL KW202331 30014942 1 284,721 146,055 136,666 30016876 0 125,000 26.000 100,000 CATERPILLAR-CT6601MEGA 4000 SERIALM 3HTJGTKT6GN2248T7 CATERPILLAR-DSK2 LOP SERIAL#: IM01662 30014945 1 284,721 148,055 136.666 30011197 4 159,398 131.854 27,544 CATERPILLAR-CT6601M EGA 4000 SERIAL 0: 3HTJGTKTXGNU4874 CATERPILLAR-1351<2 XL SERIAL#: KWWW223 30016406 1 162,266 32,453 129,813 30011532 4 116,790 96,609 20,181 CATERPILLAR-CW34 SERIAL#: AL300123 CATERPILLAR-1351<2 XL SERIAL#: KWWOD414 30016405 0 162,319 32,464 129,855 30016607 0 144.583 28,917 115,667 CATERPILLAR-CW34 SERIAL#: AL300124 CATERPILLAR-D5K2 XL SERIAL#: KW20UM 30004536 21 281.288 281,288 0 30016407 0 140,436 29,687 118,749 CATERPILLAR-010N SERIAL 2YD02528 CATERPILLAR-D5K2 XL SERIAL#: KW200393 30OM71 12 814,725 814,726 0 30004632 6 96.386 96,385 O CATERPILLAR-D10T SERIAL#: RJG00115 CATERPILLAR-DSKXL SERIAL#: WWW00998 30016065 1 326,899 65,380 261,519 30004697 9 40,232 40,232 0 CATERPILLAR D10T SERIAL#'. RJG01292 CATERPILLAR-DSNPS LOP SERIAL#. AKD01810 30013055 2 701,320 499,340 201,980 30004637 5 134,944 134,944 0 CATERPILLAR-D10T SERIAL#: RJG04733 CATERPILLAR-DBK LOP SERIAL#: DHA01539 30016066 1 642,366 128,473 513,893 30004635 6 71,860 71,860 0 CATERPILLAR-D10T SERIAL RJG04579 CATERPILLAR-136N LOP SERIAL#: DHA01081 30016064 1 326,899 65,380 261,619 30015261 1 95,000 49,400 45.600 CATERPILLAR-D10T SERIAL 0: RJl901O60 CATERPILLAR-D6KXL SERIAL#: FBH00946 30004590 9 86,507 86,507 0 30011674 4 193,966 160,440 33,515 CATERPILLAR-MG LOP SERIAL BYR01973 CATERPILLAR-DISK2 XL SERIAL WMR00202 30011296 4 111,969 92,621 19,340 30010701 4 165,000 146,072 8,928 CATERPILLAR-D3K2XL SERIAL#: KFF00212 CATERPILLAR-D6N LOP SERIALM DJY01497 30004620 7 70.185 70,185 0 30004631 6 117.615 117,615 C CATERPILLAR-04KXL SERIAL#: MMM00265 CATERPILLAR-DBN LOP SERIAL#: DJY01669 30016226 1 32.336 6,467 25,869 30012806 2 253,306 180,354 72,952 CATERPILLAR-D4KXL SERIAL#: MMM002GO CATERPILLAR-13614 LOP SERIAL PBA02222 30015669 1 38,619 20.082 18,537 30012804 2 253,306 180.354 72,952 CATERPILLAR-INK XL SERIAL MMM00360 CATERPILLAR-DBN LOP SERIAL 0' PBA01913 30014649 2 116,057 60,350 55,708 30014657 2 225,000 117,000 106,000 CATERPILLAR-NK2 LOP SERIAL#: KRR00621 CATERPILLAR-MN LOP SERIAL#: PBA01145 30012802 2 121,021 86,737 35.085 30013533 3 243,939 173,614 70,226 CATERPILLAR-D4K2LGP SERIAL#: KPR00543 CATERPILLAR-0614 LOP SERIAL 4. PBA01075 30012803 2 121.821 86,737 35,085 30012805 2 253,306 180,354 72,952 CATERPILLAR-134K2 LOP SERIAL#: KRROD567 CATERPILLAR-D614 LOP SERIAL M FBA0M16 30012601 3 123,994 88,284 35,710 30016750 0 107,657 21,531 86,126 CATERPILLAR-D4K2 LOP SERIAL#: KRR00390 CATERPILLAR436NLGP SERIAL#: PBA02058 ALL INFORMATION ON THIS REPORT SHOULD PECIFI BE TREATED AS CONFIDENTIAL UNLESS SCALLY STATED OTHERWISE ...... ,,,,, ... _._._. .. ..... .... ... ..... ......... ,,,,,..,- Page 19 of 120 2058 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT C. ....................................... ------------ 7 -Mach&-Equip Recon Acct Mach&Equtp Recon Acet . ... ------- ------- ASSET# AGEYRS COST ACCUMDEPR BOOKVALUE ASSET# AGFJYRS COST ACCUMDEPR BOOKVALUE --- -.. ................... - ----- 30004580 10 242,767 242,767 0 30014674 1 993,958 516,858 477,100 CATERPILLAR D6R XL SERIAL GJ500315 CATERPILLAR-139T TO SERIAL* REXOD401 30004585 10 203,220 203,220 0 30004160 14 80,185 80.155 0 CATERPILLAR-DSR X-WAT SERIAL HKEN185 CATERPILLAR-DPI50 SERIAL* 61)P00835 30014292 1 291,832 151,753 140,079 30004217 10 25,843 25,843 0 CATERPILLAR DOT SERIAL 4 WES00276 CATERPILLAR-DP40K-D SERIAL AT19CO1767 30014294 1 340,348 176,981 163,367 30004218 10 24,408 24,408 0 CATERPILLAR-DOT SERIAL# WRN00459 CATERPILLAR-DP40K D SERIAL AT19GC1768 3DO14293 1 340,348 176,981 163,367 30004133 13 25,000 25,000 0 CATERPILLAR-D6T SERIAL# WRN00469 CATERPILLAR-DP70 SERIAL 9CP01084 30012807 2 374,348 286,536 107,812 30011478 4 63,228 52,302 10,926 CATERPILLAR-E)16T LGP SERIAL RAD00366 CATERPILLAR-E130ES SERIAL# HHF003U 30016199 1 262.076 52,415 209,660 30011479 4 63,228 52,302 10,926 CATERPILLAR-D6T LGP VPAT SERIAL RACI CATERPILI-AR.E130ES SERIAL# HHF00302 30014741 1 343,844 170,799 166TO45 30001576 9 364,749 364,749 0 CATERPILLAR DOT T4 LGP SERIAL 4: RADI CATERPILLAR-EC 10W SERIAL# SXC01235 30010972 4 364,462 343.469 20,993 30015194 1 36,494 18,977 17,517 CATERPILLAR.DBT)G. SERIAL 4 GMKOI 098 CATERPILLAR-G32OB-D SERIAL#: G7HW� 30004602 9 296,063 296,063 0 30OD4142 17 40,925 40,925 0 CATERPILLAR-D6T AL DO SERIAL N VVFHO02e5 CATERPILLAR-GC45K SERIAL M ATND0413 30010784 4 289,483 272,809 16,674 30004295 6 59,192 59,192 0 CATERPILLAR-DBT XL DO SERIAL#; GMKOD475 CATERPILLAR.GC70K.LP SERIALL M AT89A30420 30010766 4 310,213 292,345 17,86B 30904297 6 58,492 58,492 0 CATERPILLAR-D6T X.DO VPAT SERIAL DTDO1076 CATERPILLAR-GC70K-LP SERIAL 4: AT89A30480 30014590 2 205,000 106,6DO 98,400 30004168 15 12,174 12,174 0 CATERPILLAR-DST XL US VPAT SERIAL OTWO276 CATERPILLAR-GP25 SERIAL#: AT17CO01 16 30014793 2 347,478 180,689 166,790 30012665 3 22,390 15,942 6,448 CATERPILLAR-D6T A-VPAT SERIAL# WES00335 CATERPILLAR-GP45K-LP SERIAL M AT29090447 30004566 10 349,710 349,710 0 30004169 15 36.324 35,324 CATERPILLAR-D8R SERIAL# 6YZ02005 CATERPILLAR GP50 SERIAL P AT33A60093 30004596 5 270,000 270,000 0 30OD4172 14 36,457 36,457 0 CATERPILLAR DOT SERIAL# KPZC2344 CATERPILLAR-GP50 SERIAL#: AT33A50103 30004607 9 404,617 404.617 0 30012097 3 2,397 1,983 414 CATERPILLAR-DOT SERIAL M KPZ02202 CATERPILLAR-Hl 15 S SERIAL#; 4PLO4578 30004610 9 396,203 396.203 0 30011487 4 45,938 38.000 7,938 CATERPILLAR DOT SERIAL# J<PZ02424 CATERPILLAR-HI 16E S SERIAL# HDD00301 30004617 5 330,000 330,000 0 30011281 4 50,839 42.054 8,785 CATERPILLAR-08T SERIAL# KPZ02446 CATERPILLAR-HI20E S HYDRAULIC HAMMER SERIAL#. HHE00196 30004615 8 350,678 350,678 0 30014366 1 61,359 31,907 29,452 CATERPILLAR DOT SERIAL# <PZ02706 CATERPILLAR-HI30E-S SERIAL* HHF00676 30000-428 15 3,060 3,060 0 30014365 1 61,359 31,907 29,452 CATERPILLAR-DGN SERIAL# 34272 CATERPILI-AR-HI30E-8 SERIAL* HHF00679 30004569 12 617.215 617,215 0 30014368 1 61,369 31,907 29,452 CATERPILLAR-D9T SERIAL# RLIS001 76 CATERPILLAR-1-130E-S SERIAL* HHF00680 30011417 4 815,960 674,962 140,998 30014367 1 61,359 31,907 29,452 CATERPILLAR-D9T SERIAL 4 TWG00441 CATERPILLAR-Hl 30E S SERIAL#: HHFGW� 30004587 8 341,887 341.887 0 30010461 4 97,222 91,622 5,600 CATERPILLAR-09T SERIAL#; RJS00486 CATERPILLAR-11140DS SERIAL#. B)CB01467 30004628 6 559,518 559,518 0 30010452 4 97,222 91,622 5,600 CATERPILLAR-09T SERIAL#: RJS01300 CATERPILLAR-HI40DS SERIAL M BXB01460 30004577 11 613,574 613,574 0 30010690 4 80,951 76,288 4,663 CATERPILLAR DOT SERIAL# RJ500308 CATERPILLAR-HI40DS HYDRAULIC HAMMER SERII BX301480 30016662 a 961,622 192,324 769.297 30016528 0 77,3136 15,477 61,909 CATERPILLAR-09T SERIAL#: REX00389 CATERPILLAR-H140E 5 SERIAL#: W9A00474 30014999 2 196,064 101,948 94,106 30015876 1 29,951 15,575 14,377 CATERPILLAR DOT SERIAL# R,IS00577 CATERPILLAR-H160DS SERIAL 4: BXF01255 ALL WF�6kMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE . ............ Page 20 of 120 052 511512017 EQUIPMENT AVAILABLE FOR LEASE Consolldated EQUIPMENT DETAIL REPORT 7. - _ Mach BEquGp Recon Ac1X __ M-ach 8 Equlp Recon Acct ,I ... ----- ASSET# AGEIYRS COST ACCUM DEPR BOOK VALUE ASSET# AGE7YRS COST ACCUM DEPR BOOK VALUE .......... ............. .._...... ...... ..._ 30016525 0 98,119 19,624 78,495 30014462 2 75,761 39.396 36,365 CATERPILLAR-H 160E 5 SERIAL#: W91300526 CATERPILLAR-TH255 SERIAL# JK2004W 30013512 4 130,677 108,096 22,581 30015289 1 19,908 10,352 9,556 CATERPILLAR-H18ODS SERIAL BXPOO597 CATERPILLAR-TH255 SERIAL 9; TBS00582 30004433 11 60,451 60,451 0 30015366 1 76,964 40.021 36,943 CATERPILLAR-HI805 SERIAL#: 9PMU029 CATERPILLAR-TH255C SERIAL#: JK200719 30004482 8 9,514 9,514 0 30015148 1 23,400 12.168 11,232 CATERPILLAR-1165D SERIAL#: BY701374 CATERPILLAR-7H460B SERIAL : SLF02762 30,004450 11 32,441 32,441 0 30016559 0 67,716 13,543 54,173 CATERPILLAR-H90C SERIAL#'. 6TZN351 CATERPILLAR-TH514C SERIAL#: MWC00169 30003297 8 138,772 138,772 0 30016558 0 76,579 15,316 61,203 CATERPILLAR-IT38H SERIAL#: JNJO0225 CATERPILLAR-TR514C SERIAL 9' MWC00161 30003198 12 202,363 202,363 0 30OD4260 9 114,436 114,436 0 CATERPILLAR-1T62GP SERIAL#: AYA00217 CATERPILLAR-THSBOB SERIAL#: SLHO1259 30003346 5 205,300 205,300 0 30004256 8 44.000 44,000 0 CATERPILLAR-IT62H SERIAL#: MIGNON CATERPILLAR-TH83 SERIAL# 3RNU618 30003306 7 263,314 263,314 0 30011598 3 165,138 136,602 28,536 CATERPILLAR-IT62H SERIAL M5G00472 CATERPILLAR-TL 1655 SERIAL#: KDE00855 3DO03227 11 226,562 228,562 0 30016052 1 164,055 32,811 131,244 CATERPILLAR-IT62H SERIAL#: MSGW160 CATERPILLAR-TLIC55D SERIAL#: MLSON37 30003248 10 185,732 185,732 0 30004270 8 159,833 159,833 0 CATERPILLAR-IT62H SERIAL#: M5GW172 CATERPILLAR-TL1255 SERIAL#: TBNO0608 3OW3266 9 176.056 176,056 0 30004294 6 139,269 139,269 0 CATERPILLAR-IT62H SERIAL#: M5GW176 CATERPILLAR-TL12W SERIAL#: MN007M 30003289 8 265,473 265,473 0 30004302 6 155,100 155,100 0 CATERPILLAR-IT62H SERIAL# MSGIM05 CATERPILLAR-TL12M SERIAL#', TBNO0791 30016408 0 269,455 53,891 215,564 30011988 3 164.190 135,818 28,372 CATERPILLAR-M320F SERIAL#: F2W00359 CATERPILLAR-TL1265 SERIAL#: DHWOWC7 30014589 2 125,ODO 65,000 60,000 30013016 2 184,327 95,850 88,477 CATERPILLAR-M322D SERIAL#: W2SOO406 CATERPILLAR-TL7255C SERIAL#: DHWO1242 30016777 0 223,400 44,680 178,720 30013017 2 194,327 95,8W 88,477 CATERPILLAR-M322F SERIAL 0: F2ZO0185 CATERPILLAR-TL7255C SERIAL#: DHWO1076 30016146 1 273.250 54,650 218,600 30014759 2 188,008 97,764 90,244 CATERPILLAR-M322F SERIAL F2Z00156 CATERPILLAR-TL1255C SERIAL : DHWO1473 30016692 0 286.463 57.293 229,170 30014758 2 168,DO8 97,764 90,244 CATERPILLAR-M322F SERIAL#: FZZ00183 CATERPILLAR-TL1255C SERIAL DHWO1529 30004262 9 105,884 105,884 0 30015402 1 173,667 90,307 83,360 CATERPILLAR-P33000-D SERIAL T39AI0191 CATERPILLAR-TL1255C SERIAL M DHWO1522 30004241 6 17,000 17,000 0 30015260 1 198,827 103,390 95,437 CATERPILLAR-P5000-0 SERIAL : ATISCIO247 CATERPILLAR-TL1255D SERIAL 9: ML70NII 30004242 9 23,096 23,096 0 30014987 1 192,954 100,336 92,618 CATERPILLAR-P5000-D SERIAL#'. ATl BC10246 CATERPILLAR-TL7255D SERIAL t. ML700247 30004210 10 29,883 29,893 0 30014988 1 192,954 100,336 92,618 CATERPILLAR-P6000-LP SERIAL#: AT13FO3218 CATERPILLAR-TL12550 SERIAL#: ML700243 30015466 1 16,625 8,645 7,980 30014721 1 202,136 105,111 97,025 CATERPILLAR-PC1D43 SERIAL M HFP00274 CATERPILLAR-TL7255D SERIAL#. ML700296 30016329 1 20,770 4,154 16,616 30014935 1 192,954 100,336 92,618 CATERPILLAR-P536013 SERIAL : 9LS00056 CATERPILLAR-TL1255D SERIAL#: ML700244 30015660 1 14,453 7,516 6,937 30014937 1 189,202 98,385 90,817 CATERPILLAR-PS3600 SERIAL 9LS00203 CATERPILLAR-TL1255D SERIAL ML700248 30011827 3 90,588 74,935 15,654 30014720 1 202.136 105,111 97,025 CATERPILLAR-P5360C SERIAL : PJF00751 CATERPILLAR-TL1255D SERIAL M. ML700295 30015875 1 52,415 27,256 25,159 30015368 1 187,425 97,461 89,WA CATERPILLAR-S385C SERIAL LIMM122 CATERPILLAR-TL12550 SERIAL ML700417 30012949 2 232,963 165,870 67,093 30015230 1 196,282 102.067 94,215 CATERPILLAR-T680 SERIAL#: 1HTJGTJT3DJ352843 CATERPILLAR-TL12650 SERIAL 0: ML700412 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE ,,, ....... -............. .... ............ . ..... .. ........ . .. --. _. .__.. Page 21 of 120 - 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT &Equip Recon Ac.. ... ..... &'Equip Recon Arxt ct ASSET 4 AGEIVRS COST ACCUMDEPR BOOKVALUE ASSET AGEJYRS COST ACCUMIDEPIR, BOOKVALUE ...................................................--.- 30014938 1 169,202 98,385 90,817 30003609 15 75,074 76,074 0 CATERPILLAR-TL1255D SERIAL# ML700249 CLYDEA Dmm Winch SERIAL# 42-OMOON1 30014934 1 192.954 100,336 92,618 30011a50 3 20,328 16,816 3,513 CATERPILLAR TLI 255D SERIAL# ML700251 CLYDE-AD4 50 SERIAL 42-13(34KON1 30014933 1 192,954 100,336 92.618 30003633 6 24,300 24,300 0 CATERPILLAR-TI-125513 SERIAL# ML700247 CLYDE F..6 SERIAL 23682 30015331 1 200,669 104,348 96,321 3 418,643 346,302 72,342 CATERPILLAR-TLI255D SERIAL# ML700413 CM TAR SIMULATORS-VORTEX CRANE SERIAL 4: IJJV532W77L003844 3DO14932 1 192,954 100,336 92,61 B SIMULATOR CATERPILLAR-TI-1255D SERIAL 4: ML700249 30012087 3 394,7014 326.499 68,205 30014931 1 192,954 100,336 92,618 CM I-AS SIMULATORS-VORTEX CRANE SERIAL#: lJjV632W17L003449 SIMULATOR CATERPILLAR-TLI255D SERIAL#: ML700248 30DO3488 25 33,346 33,346 0 30015367 1 167.425 97,461 89,964 CMI-3ST7010-P SERIAL M 5N793 CATERPILLAR-TI-1255D SERIAL N ML70NI6 30003490 21 32,470 32,470 a 30014936 1 169,202 98,385 90,817 CMI-PITSAVER III SERIAL 9: 5020M CATERPILLAR-T-125150 SERIAL 4 ML700245 30003469 21 32,470 32,470 0 30004118 27 77,295 77,295 0 CMI-PITSAVER III SERIAL#' 501295 CATERPILLAR-V2500 SERIAL# 72YO1357 30OD1722 8 17,667 17,667 0 3DOD4119 21 10,000 10,000 0 COASTAL-1 8 C.F. SERIAL#: 20GBN239913 CATERPILLAR-VIXE SERIAL#. 37WO8925 30001721 18 30,000 30,ODO 0 30003816 14 15,000 15,000 0 COASTAL-1 8 C.F. SERIAL M 20GBN239914 CATERPILLAR-VFS50 SERIA-4 HXK00638 30003592 20 16,123 16,123 a 30001563 9 45,095 45,095 0 COLUMBIA-H35 SERIAL 0: 9554443 CATERPILLAR-X01004 SERIAL# XYCO0662 30003596 20 16,123 16,123 0 30010367 5 57,000 53,717 3,283 COLUMBIA-1135 SERIAL* 9554447 CATERPILLIER 430 BAC"OE LOADER SERIAL#: SCDO0275 30003590 20 16,123 16,123 0 30009768 5 76,740 72,320 4,420 COLUMBIA.H35 SERIAL* 9554441 CATERPILLER 430 BACKHOE LOADER SERIAL#: SWCOOMB 30003597 20 16,123 16,123 0 30000-460 37 40,572 40,572 0 COLUMBIA-H35 SERIAL* 9554448 CAYO-ISTON SERIAL# 35352 30003593 20 16,123 16,123 0 30000469 37 45,543 45,543 0 COLUMBIA H35 SERIAL th 9554444 CAYO-15 TON SERIAL* 35351 30003599 20 16,123 16,123 C 30000461 37 24,722 24,722 0 COLUMI SERIAL#: 9554440 CAYO-5 TON SERIAL M 32737DF3 30003594 2C 16,123 16,123 0 30016674 0 2,141,832 428,366 1,713,466 COLUMI SERIAL 9: 9554 15 CENTER ROCK-REVERSE CIRC HAMMER SERIAL#: 30003695 20 16,123 16,123 0 30011939 3 30,000 24,816 5,184 COLUI SERIALM 95544a6 CENTRAL SILOI SERIAL 9 CSP-O6-P124 30003598 20 16,123 16,123 0 300121541 3 30.000 24,816 5,184 COLUMBIA,"35 SERIAL#: 9554449 CENTRAL SILO-CSP4200 SERIAL ft: CSP-06-P122 30003583 20 17,511 17,511 0 30016721 0 1,500 300 1,200 COLUMBIA-H35840A4-OIS SERIAL A 54559 CERDA.811824 SERIAL# C0122236 30003580 20 17,511 17,511 0 30012977 2 133.761 95,238 38,523 COLUMBIA H35UW-CIS SERIAL# 54556 CHAMPIONALOCKING KELLY BAR SERIAL#. MOD-9439 30003682 20 17,511 17,511 0 30005015 13 500 500 0 COLUMBIA-113510M-OIS SERIAL#. W58 CHEMOROUT-CG570H SERIAL# 98390B570H 30003584 20 17,511 17,511 0 30005019 13 500 500 0 COLUMBWH35040 4 IS SERIAL 4: 54560 CHEMGROUr-CG570H SERIAL#: 0054OM70H 300035M 20 17,511 17,511 0 30006042 6 45,949 45,949 0 COLUMBIA-1136840M.OIS SERIAL M 54561 CHEMGROUT-CCS00/3x6/DH SERIAL 4: 542VICTGASK 30003586 20 17,511 17,511 0 30OD4251 8 3,500 3,500 0 COLUMBlA-H35840A4-OlS SERIAL#: 54562 CLARK-GCS25MG SERIAL# G138MB-1085-6963KOF 30003587 20 17,511 17,511 0 30015789 1 199,179 103,573 95,606 COLUMBIA-H35840A4-01S SERIAL#: U563 CLAY FON-EG354-L-FMB SERIAL# 2653E 30003588 20 17,511 17,511 0 30015788 1 199,179 103,573 95,606 COLUMBIAH3584OA4-018 SERIAL#: 545N CLAYTON-EG354-L-FMB SERIAL# 25537 ALL INFORMATION ONTHIS REPORT gAbUlb BE TREATED As CONFIDENTIAL UNLESS SPECIFICALLY STATED6WEkWigE -- Page 22 of 120 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Recon Ac I ct-------- ....... Mach�&Equkp Recon Acct ASSET# AGENKS COST ACCUMDEPIR BOOK VALUE ASSET# AGE(YRS COST ACCUMDEPR BOOK VALUE ..........-------------------............... .................... 30003589 20 17,511 17,511 c 30010006 5 46,077 43,423 2,654 COLUMBIA-H35S40A4-OIS SERIALM 64566 CONNEX SERIAL#: 5150.89,2011 30003581 20 17,511 17,511 0 30010005 5 27,418 25,839 1,579 COLUMBIA H35MOA4-OIS SERIAL#: W57 CONNEX SERIALM 6150.88.2011 30016796 0 161,019 32,204 128,815 30010004 5 29,009 27,338 1,671 COMBO MB CATERPILLAR-CS56B SERIAL#! S66DO313 CONNEX SERIALM 5150 66.2011 30012456 5 65,400 65,400 0 30010003 5 29,232 27,548 1,684 COMPACTOR,96-ROLL,PADIFT,CAT CP563E SERIAL#; CNT01516 CONNEX SERIALM 30009664 5 120,000 113,088 6.912 30010002 5 28.088 26,470 1,618 CONCRETE SLIPFORM PAVER SERIAL a N61OW09 CONNEX SERIAL#; 5150,85.2011 30010278 5 79,153 74,594 4,559 30010012 5 49,989 47,110 2,879 CONCRETE TUBE MACHINE SERIAL#. T225120223 CONNEX SI 5150.62.2011 30010279 5 79,164 74,595 4,559 30010000 5 55,630 52,426 3,204 CONCRETE TUBE MACHINE SERIALM T2251202U CONNEX SERIAL#: CPIU-9964103 30011168 4 115,320 95,393 19,927 30009999 5 47,754 45,003 2,751 CONDUX-WDR505 CABLE PULLER SERIALM 9M026007 CONNEX SERIAL 4018,01.2011 30011991 3 823,205 680,955 142,250 30004941 16 27,424 27,424 0 CON-E-CO BATCH PLANT CAPITAL REPAIR SERIAL M C6829-REPAIR CONNEX- SERIAL 5210.0400 30016620 0 35.000 7,000 28,000 30013150 6 15.515 16,515 0 CON-E-CO-735BBL SERIAL#: 10IN CONNEX-ENVIRONMENTAL SERIAL* XC2000021150072 30003015 15 877,646 877,646 0 30013468 3 426,882 353,117 73,765 CON-E-061.o-Pry 12 RSTCM SERIAL# C6029 CONRAD-SPUD BARGE,KW202 SERIAL* jSCG4 1194143 30016819 0 180,000 36.000 144,000 30DO0940 a 21.536 21,536 0 CON-E- O-LO-PRO 427 SERIAL#: D 0352L CONTAINMENT SOLUTIONS-2,000 GAL SERIAL#: BK0096% 30003019 15 332,0" 332,044 0 GASOLINE CON-E-CO-LaProll[)Batch Plant SERIAL# CC6961 L 30004522 6 190,000 190,000 0 30010010 5 26,953 25,401 1,552 CONTANT C-1230D SERIALM C1230D10221 CONNEX SERIAL#: 5150 82.2011 30001800 13 1,000 1,000 0 30009856 5 28,620 26,877 1.643 COPCCH SERIAL#: 10931 CONNEX SERIALM SG40-061"1 30000926 9 37,901 37,901 0 30010020 5 22,000 20,733 1,267 CORE-10,000 GAL SERIAL#: FS012550 CONNEX SERIAL#: PSC101 102 30013402 4 884.184 833,255 60,929 30010019 5 22,000 20,733 1,267 CRANI MANITOWOC,2WT CRAWL SERIALM #N/A SHERIDAN CONNEX SERIAL#: PSC101101 30009744 5 101,372 95,533 5,839 30010018 5 22.000 20,733 1,267 CRASH TRUCK SERIALM 1HTMMAAM67H333735 CONNEX SERIALM PSCI 11104 30009743 5 96,529 90,969 5,560 30010016 5 17,050 16'D68 982 CRASH TRUCK SERIAL#. 1HTMMAAM57H334908 CONNEX SERIAL#, BC20-0611-02 30004407 15 38.610 38,610 0 3DO10015 5 154,340 145,450 8,890 CROWN-HK-600 SERIAL* 2N9E7S3201G017"3 CONNEX SERIALM LC20-0711-07 30004-408 15 38,610 38,610 0 30010014 5 17,050 18,068 982 CROWN-HK 50) SERIAL* 2N9E7S3281G017464 CONNEX SERIAL P BC20-0611-01 30015166 1 44,546 23,164 21,382 30010013 5 105,950 99,847 6,103 CROWN-RM-6025-45 SERIAL 4: RM1815662 I lM28388 CONNEX SERIALM LC20-0711-06 30015086 1 57,285 11.457 45,826 30010011 5 31,450 29,638 1,812 CROWWRM4602645 SERIALM 1M52547 CONNEX SERIAL#: 5150.83.2011 30016097 0 40,643 8,129 32,514 30010017 6 22,000 20,733 1,267 CROWN-RR672545 SERIAL 0: IA461912 CONNEX SERIAL#: PSC111103 3GO15024 1 37,705 19,607 18,098 30010009 5 30,461 28,706 1,755 CROWN-RR572545-210 SERIAL 4: IA448484 CONNEX SERIAL#: 515181.2011 30015023 1 37,705 19,607 18,098 30010008 5 31,004 29,21 B 1,786 CROWN-RR572546-210 SERIAL# 1A442342 CONNEX SERIAL#: 5150,80.2011 30015022 1 37,705 19,607 18,098 30010007 5 77.735 73,257 4.478 CROWN-RR572545-210 SERIAL* 1A442341 CONNEX SERIALM 5150.79.2011 30016187 a 38.597 7,719 30.678 3DO10001 5 71,598 67,474 4,124 CROWWRR672545-240 SERIAL#: IM59259 CONNEX SERIAL#: 6150.84.2011 .. .....-XLikV RMATION ON'THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE ................... Page 23 of 120 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Recon Aect ➢ Mach&Equip Recon Acct ...........__.... ......_ .,.,_...._, ,,,,,,,, ,,,,, ............ - _, ...,...,m_____ _. ............_._ __ -..- ASSET# AGEiYRS COST ACCUM DEPR BOOKVALUE ASSET# AGEYRS COST ACCUM DEPR BOOK VALUE ... ................ .... . .,. ..... 30012958 2 32,352 23.036 9,317 30014792 1 40.150 20.878 19,272 CROWN-SHRSM4 35-TT-192 SERIAL#: BA331632 DOOSAN-07OWCU-3A-T41 SERIAL#. 466523UIYE96 30012957 2 32,352 23,035 9,317 3001309 3 32,340 26,752 5,588 CROWN-SHR554035-TT-192 SERIAL 4: 6A331634 DOOSAN-G70WJD-2A-FX-T3 SERIALM 459323UKXE53 30016189 0 33,949 6,790 27,159 30013494 3 31.740 26,255 5,485 CROWN-S1AR5540-3STT-192 SERIAL 4: 10014561 DOOSAN-G70WJD-2A-FX-T3 SERIAL#: 459332UKXE53 30015021 1 25,192 13,100 12,092 30016422 1 43,905 8,781 35,124 CROWN-SHR5540LW.TT.192 SERIAL#: 6A341973 DOOSAN-085WCU-T41 SERIAL#: 473650UJZE94 30016188 0 33,949 6,790 27,159 300018M 14 000 800 0 CROWN-SHR5S4436-TT492 SERIAL#: 10014560 DORSEY- SERIAL#: 151464 30015753 1 11.538 5,999 5,637 30012785 2 28,073 19,986 6,065 CUMMINS-350DFEG SERIAL#: 1040697757 DORSEY48'STEEL FLATBED SERIAL#: SJYFB4825FE086366 30013219 5 47,264 44,661 2,724 30012790 2 28,073 19,988 8,085 CUMMINS-DSGAGA041S507 SERIAL B120308583 DORSEY48'STEEL FLATBED SERIAL#: SJYFB4822FE086393 30003017 15 175,278 175,278 0 30012791 2 28,073 19,988 8,085 CYCLCNAIRE-75 TPH Udoadar SERIAL 34-36-000001 DORSEY48'STEEL FLATBED SERIAL#: SJYFB4824FE086394 30003046 10 314,003 314,003 0 30012789 2 28,073 19,988 8,085 CYCLONAIRE-CEMENT DELIVERY SERIAL#: 1140 DORSEY48'STEEL FLATBED SERIAL#: 5JYFM20FE096392 30000426 27 7,433 7,433 0 30012793 2 28,073 19,988 8,086 D&M-12' SERIAL#: 1e08-000002 DORSEY48'STEEL FLATBED SERIAL#: 6JYFE4829FO86396 30000425 30 6,B33 6,833 0 30012792 2 28,073 19,988 8,085 D&M-DSL SERIAL : 1MM00001 DORSEY48'STEEL FLATBED SERIAL.#' 5JYFM26FEOBW95 30004027 30 52,698 52,698 0 30012794 2 28,073 19,988 8,085 DELMAG-D19-32 SERIAL#: 059523 DORSEY48'STEEL FLATBED SERIAL#. SJYF8482XFE0B8397 30004031 26 86,518 86,518 0 30012795 2 26,073 19,988 8,085 DELMAG.D25-32 SERIAL#: 3448 DORSEY48'STEEL FLATBED SERIAL#: 6JYF54621FE0863DB 300DO463 33 25,652 25,652 0 30012782 2 28,073 19,988 8,085 DEMAGIOTON SERIAL#: 83102 DORSEY48'STEEL FLATBED SERIAL#'. SJYF64828FE086382 30000545 17 52,000 52,000 0 30012783 2 28,073 19,988 8,085 DEMAG-15 Ton Top Running SERIAL#: D36099GAR1 DORSEY48'STEEL FLATBED SERIAL#'. 5JYFM62XFE086383 30000577 15 1,970,000 1,970,000 0 30012784 2 28,073 19,988 8,085 DEMAG-CC25W SERIAL#: 69012 DORSEY48'STEEL FLATBED SERIAL#'. 5JYFB4821FE08631 30000575 15 1,987,000 1,987,000 0 30012786 2 28,073 19,988 8,085 DEMAG-CC2500 SERIAL#, 5%10 DORSEY48'STEEL FLATBED SERIAL#', SJYFB4827FE086387 3000D578 15 1,970,000 1,970,000 0 30012796 2 28,073 19,986 8,085 DEMAC-CC2500 SERIAL#'. 59014 DORSEY48'STEEL FLATBED SERIAL#'. SJYFB4823FE086399 30000604 14 3,934,250 3,934,250 0 30012787 2 28,073 19,98E 8,085 DEMAG-CC2800 SERIAL : 62158 DCRSEY48'STEEL FLATBED SERIAL SJYFB4827FE086390 30010176 5 155,000 146,072 8.928 30012788 2 28,073 19,998 8,085 DIESEL POWER UNIT SERIAL#: 9SM35 DORSEY46'STEEL FLATBED SERIAL# WWB4829FE086391 30004961 26 16,173 16,173 0 30015124 1 28,354 14,744 13,610 DIFCO-10T BALLAST CAR SERIAL 4: 19535 DORSEY48X102-FLAT SERIAL#', 5JYF64824GE087188 30004958 26 16,09B 16,098 0 30015110 1 28,354 14,744 13,610 DIFCC-1 OT BALLA5T CAA SERIAL#: 19531 DORSEY48XI 02-FLAT SERIAL#'. 5JYFB4824GE087160 30010728 4 18,000 16,963 1,037 30015108 1 28,354 14,744 13,610 DITCH WITCH-FX60 SERIAL 4; CMWFX60XJ800000305 DORSEY46X102-FLAT SERIAL#'. 5JYFB4825GE087166 30014889 1 70,466 36,642 33,824 30016117 1 27,949 5.590 22,359 DITCH WITCH.RT45 SERIAL#: CMWRT46MFW03062 DORSEY48X102-FLAT SERIAL#: 5JYF84824GE088731 30015869 1 418,240 217,485 200,755 30016116 1 27,949 5,590 22,359 DOGWOOD-OLYMPIC 6016x120 BUILDING SERIAL#: DORSEY48XI02-FLAT SERIAL#: 5JYF84822GE088730 30014670 2 256,987 133,633 123,354 30016116 1 27,949 5,590 22,359 DOGWOOD INDUSTRIES1018X120 SERIAL#: DORSEY40X102-FLAT SERIAL#: SJYFB402GGE0B8729 30013541 3 195,703 139,341 56,362 30015107 1 28,354 14,744 13,610 DOGWOOD INDUSTRIES40X16X80 SERIAL M 14-153401OX80 DORSEY48X102-FLAT SERIAL#: 5JYFB4827GE087170 30013550 2 246,311 175,373 70,938 30015109 1 28,354 14,744 13,610 DOGWOOD I NDUSTRIE540X18X80 SERIAL#: MRSEYAOX102-FLAT SERIAL#', SJYFB4821GE007164 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 24 of 120 052 5115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Recon Accrt Mach&Equip Recon Acct IL -- ------------- ...... -- -----------------,- --" -, - -1 ASSET# AGE/YRS COST ACCILI BOOKVALLE ASSET# AGEfYR8 COST ACCUMDEPR BOOKVALUE --------------...... ................ ---------..................... .. 30016118 1 27,949 5,590 22,359 300156M 1 28.455 14,797 13,658 DORSFY48XI02-FLAT SERIAL 5JYFM026GE066732 MRSEY-FB53 SERIAL#: 5JYF85320GP0ff8836 30015122 1 28,354 14,7" 13,610 30015501 1 28.455 14,797 13,656 DORSEY-4aXI02-FLAT SERIAL 4: 5JYFB4820GE087186 DORSEY F853 SERIAL k 5JYFB5322GE088837 30015123 1 28,354 14,744 13.610 30015498 1 28,455 14,797 13,658 DORSEY46X102-FLAT SERIAL#: 5JYFM022GE067187 DORSEY-F553 SERIAL M 5JYFB5327GEONS34 30015106 1 28,354 14,744 13,610 30015497 1 28.455 14,797 13,656 DORSEY48X102-FLAT SERI AL 4: 5JYFB4821GEO87178 DORSEY-FB53 SERIAL#: 5JYFB5325GE088633 30016113 1 27,949 6,590 22.359 30015496 1 28,455 14,797 13,658 DORSEY41SX102-FLAT SERIAL 4: 5JYFM027GEOSE724 DORSEY-FB53 SERIAL M SJYFB5323GEOB8632 30015105 1 28,354 14,744 13,610 30015494 1 28,455 14,797 13,658 DORSEY48XI02-FLAT SERIAL M SJYFI34823GE087179 DORSEY-FB53 SERIAL 4 5JYFB532XGE088630 30015126 1 28,354 14.744 13.610 30015493 1 28,455 14,797 13,658 DORSFY48X102-FLAT SERIAL# WYFM826GE067189 DORSEY.FEI53 SERIAL#: 6JYFB5323GEON829 30016114 1 27,949 5,590 22,359 30015492 1 28,455 14,797 13,658 DORSEY48X102-FLAT SERIAL M SJYFB4829CE058726 OORSEY-FEI53 SERIAL A 5JYP85321GEN8828 30015258 1 39,900 20,748 19,152 30016495 1 28,455 14,797 13,658 DORSEY-EF48 4WX80 SERIAL P 5JYEF4823GE067540 DORSEY-FB53 SERIAL# 5JY`S5321GE0H931 30016238 1 28,999 5,800 23.199 30015503 1 28,455 14,797 13,658 DORSEY-FB48 SERIAL#; 5JYFB4027GEOU741 DORSEY-FB53 SERIAL M SJYFO5326GE088839 30015423 1 30,068 15,635 14,433 30004601 7 77,289 77,289 0 DORSEY-FMB SERIAL N' 5JYF=1GE088227 DRYAJR-20041200 SERIAL 9 21907 3UO15424 1 30,058 15,635 14.433 30004502 7 77,289 77,289 0 DORSEY-FB49 SERIAL#: 5JYFC5323GF089228 DRYAdR 2000-1200 SERIAL M 21908 30015425 1 30,068 15,635 14,433 30013240 5 24,000 22,618 1,3B2 DORSIEY.FW8 SERIAL* WYFC5320GE087317 DURA RAM P-DR-PRO,1 030-1 MWK SERIAL M 31732 30015426 1 30,068 15,635 14,433 30013W 3 29,250 20,826 8,424 DORSEY-FB48 SERIAL k 5JYFG532XGE087318 DURA RAMP DR-PRO,1530-1266(31K SERIAL 9: 32253 30016244 1 2B,999 5,800 23,199 30015111 1 26,184 13,616 12,668 DORSEY-FB48 SERIAL#: 5JYFB4a28GE088747 DURA-RAMP.DR-PROI 530-120-501< SERIAL M 30016243 1 28.999 5,80() 23,199 30012901 2 93,725 66,732 26,993 DORSEY F1346 SERIAL# 5JYFI34826GE088746 DYkM-5027DI SERIAL 9 151NI 30016242 1 28,999 5,800 23,199 30004991 10 110,00() 110,000 0 DORSEY-FB48 SERIAL#. 5JYFB4024GE088745 DYMM-T-RAILER SERIAL III. SN148664 3DO16241 1 28,999 5,800 23,199 30016495 0 250,538 50,108 200,430 DORSEY-FI348 SERIAL M 5JYF84822GE088744 DYNAPAC-COM SERIAL A 10000326KOA012913 30016239 1 28,999 5,800 23,199 30015283 1 35.000 18,200 16,800 DORSEY-FB48 SERIAL#. 5JYFB4829GE008742 I)YNAPAC-CP271 SERIAL M 2362BR2453 30016237 1 28,999 6,800 23,199 30003797 5 3,5DO 3,500 0 DORSEY-FB48 SERIAL M 5JYFE4825GE088740 DYNAWELD-70HBT SERIAL#: 41,181DIMIX37722 30016236 1 28,999 5,800 23,199 30013064 2 67.000 47,704 19,296 DORSEY-FB48 SERIAL 9: 5JYFB4629GE088739 DYNAWELD-LB-241) SERIAL#: 5JYLB5239EP105258 30016235 1 28,999 5,800 23,199 30012127 3 30,180 24,965 5,215 DORSEY-FE46 SERIAL M 5JYFB4627GE088738 EAGER BEAVER-50T LOWBOY SERIAL#; 112SD248171-072846 30016240 1 28,999 5,800 23,199 30002070 27 69.735 69,735 0 DORSEY-FB48 SERIAL# 5JYFB4020GE086743 EAGLE-36'X&S SERIAL k 13608 30016502 1 28.455 14,797 13,658 30002073 26 156,062 156,062 0 DORSEY-FI353 SERIAL# SJYF85324GEOBMB EAGLE44'XI2' SERIAL# 13898 30015499 1 28.455 14,797 13,658 30016722 0 1,5D0 300 1,200 DORSEY-FB53 SERIAL 4: SJYrI35329GE058a36 EFFICIENCY-ARCWSP-CILADPHD SERIAL# ARCHSPCLADPHD 30015506 1 28,455 14,797 13,658 30014608 2 188,436 97,987 90,449 DORSEY-FB53 SERIAL# 5JYF95320GE088842 ELGII*BADGER SERIAL#, JALE5W169F7302268 30015505 1 28,455 14,797 13,658 30014507 2 188,436 97,987 90'449 DORSEY-FEI53 SERIAL 4 5JNTIM324GE088841 ELGIN-BADGER SERIAL# JALESWI66F7301495 30015504 1 28,455 14,797 13,658 30011895 3 30,687 25,384 5,303 DORSEY-FB53 SERIAL#: SWIP85322GE008640 ELGIN-CROSSWIND J SERIAL* IFVACXCS86H 40196 ALL R060EMATPON N THIS REPORT SHOULD BE TREATED As CONFIDENTIAL OTHERWISE Page 25 of 120 062 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT -Mach 8 Eq4-kecon Acci I I Mach&Equip Rec� . ........ASSET# AGElYRS COST ACCUMIDEPIR BOOKVALUE ASSET 4 AGENIRS COST ACCUMIDEPIR BOOKVALUE .............................. 30011194 4 55,600 45,992 9.608 30012472 5 278,656 278,656 0 EQUIPMENT SOURCE-ES700 INDIRECT SERIAL#: 120011 EXCAVATCRCATERPlULARS20DLRR,% SERIAL* DHE00262 HEATER 600 30011193 4 55,600 45,992 9,608 30012452 6 62,860 62,850 0 EQUIPMENT SOURCE-ES700 INDIRECT SERIAL ft: 20002 EXCVTR,SOKN,KOMATSU PC228USLC-7 SERIAL M 40541 HEATER 30004326 18 22.1300 22,000 0 30002999 36 450,287 450,287 0 E-Z DRILL-210-3 SERIALM M1801 ERIE STRAYER- SERIAL k AS5479 30012866 2 50,551 35,993 14,559 3DO03003 18 215,000 215,000 0 EZ DRILL-2104 BRA SERIALM AB-4857 ERIE STRAYER-12 CU.YD. SERIAL#. M6375 30012103 3 25,000 20,680 4,320 3000OB22 27 83,790 83,790 c F&M M CO48' SERIALM 1UWS2468PC8I2345 ERIE STRAYER-DORNX SERIALM 20935 30015654 1 329,822 171,507 158,315 30015850 1 16,426 8,542 7,884 FABRICATION-2015 RPRS-CATERPILLAR SERIAL# ERIE STRAYER-ICE BATCHER SERIAL#: MOD8561 D9T 30012215 3 61,810 44,DO9 17,801 30004966 20 20,900 20,900 0 ERIE STRAYER-Ice Bat&er SERIAL 9: M008620 FAIRMONT-CSCII SERIAL# 44871307 3DO15845 1 115,700 60,164 55,536 300OL4977 16 175,189 175,189 0 ERIE STRAYERI IC SERIAL k 14-04-000001 FAIRMON-r-RIMI TKO SERIAL# 257495 30015852 1 44,290 23,031 21,259 30001920 15 37,427 37,427 0 ERIE STRAYER-MC-1 1C CAPITAL REPAIR SERIAL# FARNHAM-Stockpile MCC SERIAL* 24-164)00006 30003026 12 987,822 987,822 0 30004474 9 48,944 48,944 0 ERIE STRAYER-MG-12CP SERIALM MG-7781 FECON-BHOOEX-2 SERIAL* 825HO39AB 30000812 32 10.000 10,D00 0 30004044 16 7,0130 7,000 0 ESCO-130 SERIAL 4: 0440 FEC-Spotter SERIAL 4: 47-52-000" 300001113 32 10,000 10,000 0 30004045 16 22.500 22,500 0 ESCO-14-166 SERIAL# 1&l 0-000002 FEC-STI00 SERIAL 4: 47-5"00015 30000815 32 10,000 WOOD 0 30015068 2 5,0()0 2,600 2,400 ESCO-14-156 3 TINE SERIAL#. 16-10-000003 FEC-ST150 SERIALM 47-5"00010 30000814 32 10,000 MOOD 0 30004051 9 30,000 30,000 0 ESCO 3 TINE SERIALM OP445 FEC-ST-150 SERIALM 47-50 000016 30015952 1 2,751 550 2,201 30016063 1 150,000 30,000 120,000 ESCO-HDDHS CY SERIAL# 02206 FEENEY-FUEL BARGE PKS16 SERIAL M USCG 1220067 3DO11658 4 15,000 12,408 2,592 30002216 24 24,980 24,980 0 ESCO-SDDR4067 SERIALM OS1816 FELCO-225 SERIAL* 0140992343 30013236 5 30,539 28,780 11759 30001758 7 29,840 29.840 0 EUROTHERM-SPWPCFAJA-I25KVA SERIALM EHSPC-1043 FLYGT-RS2400 SERIAL# M30014 30013229 5 37,137 34,997 2,139 30013245 5 29,950 28,225 1,725 EUROTHERM-SPWPCFAIA-125KVA SERIAL#: EHSPC 1044 FONTAJNE-lCFT-3 304AWSAWK SERIAL#. 13N24820681546733 30013230 5 37,137 34,997 2,139 30014981 4 6,500 6,126 374 EUROTHERM-SPWPCFA;A-125KVA SERIAL 4: EHSPC-1046 FONTAINE40/102 SERIALM 13N1482CXT1573076 30013231 5 37,137 34,997 2,139 30012912 2 15,271 10,873 4,398 EUROTHERM-SPWPCFA)A 125KVA SERIAL# EHSPC-1047 FONI VELCCDrY SERIALM 13NI482CS01554601 30013232 5 37,137 34,997 2,139 30012911 2 15,271 10,873 4,398 EUROTHERM.SPWPCFAJA-1 25KVA SERIAL 4: EIHSP6l0 FOWAINE48'VELOCITY SERIALM 13NI482=1554595 30013233 5 37.137 34,997 2,139 30012NQ 2 15,271 10,873 4,398 EUROTHERM-SPWPCFAJA-125KVA SERIALM EHSPC-1049 FONTAINE48'VELOCIF-Y SERIAL#: 13N1482C4C1554585 30013234 5 37,137 34,997 2,139 30015461 1 11,388 5,922 5,466 EUROTHERM-SPWPCFAIA-125KVA SERIAL#: EHSPG1042 FONTAINE46'VELOCITY SERIALM 13141482C8C1554590 30013235 5 30,639 28,780 1,759 30012913 2 15,271 10,873 4,398 EUROTHERM-SPVVPCFPJA-1 25"A SERIAL N EHSPC-1046 FONTAINE48'VELOCITY SERIAL# 13141482COCI554602 30001881 18 38,964 38,964 0 30012914 2 15,271 10.873 4,398 EVERGREEN42'x60' SERIAL#: 690116 FONTAINE48'VIEUDCHTY SERIAL#: 13141482C2C1554603 3DO01854 18 38,964 38,964 0 30015462 1 11.388 5,922 5,466 EVERGREEN-12'A0' SERIAL#. 698118 FONTANE48'VELOCTY SERIAL 4: 13N1482C8CI554606 30012465 3 181 155,499 32,483 30012915 2 15,271 10,873 4,398 EXCAVATOR,80-B00,JOHN DEERE SERIAL 4: 1rr350GA-CE808328 FONTAINE48'VELOCITY SERIAL#; 13NI482C6CI554586 ALL lWoRmAnoim 61 'kkid SHOULD-13-E Yk b Ai"'60NIFIDENTIAIL UNLESS SPECIFICALLY OTHERWISE--- --- Page 26 of 120 052 6/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ___ .... Mach&Equip Recon AccS &Equip Recon Acct __---- A ASSET# AGEIYRS COST ACCUM DEPR BOOKVALUE ASSET# AGENRS COST ACCUM DEPR BOOKVALUE 3GO16700 0 24,295 4,859 19,436 30015418 1 30,328 15,771 14,557 FONTAINE-48-69X102 SERIALM 13NMB202Y1591603 FONTAINE-HAVSF22SAT SERIALM 13N-1532G1-G1518181 30016701 0 24,295 4,859 19,436 30003913 8 24,925 24,925 0 FONTAINE4&69X102 SERIAL#: 13NS48208YI593839 FONTAINE-HVEL040102SST SERIAL#: 13N1482C291549300 300119134 5 18,000 16,963 1,037 30003813 14 31,200 31,200 0 FONTA1NEd8'-70'EXPAND SERIAL#: 13N4482CXY1590513 FONTAINE-TB50 SERIAL#: 13NE4940123514297 30011893 6 27,614 27,614 0 30016736 0 19,319 3,864 15,455 FONTAINEAT-70'EXPAND SERIALM 13N548208X1584606 FONTAINE-VELOCITY 48' SERIAL#: 13N14B2C5D1557139 30011903 6 17,679 17,679 0 30016760 0 14,197 2,839 11,357 FONTAINE-48'-70'EXPAND SERIALM 1314548205M1553258 FOINTAINE-VELOCITY 48' SERIAL#'. 13NI462CSD1557142 30016112 1 30,700 6,14D 24,560 30016759 0 14.197 2,839 11.357 FONTAINE-HAVSDI 2CTA STEP SERIALM 13N24620601516853 FONTAINE-VELOCITY48' SERIAL#: 13N1482C101557137 30016111 1 30,700 6,140 24,560 30016758 0 14,197 2,839 11,357 FONTANE-HAVSD12CTA STEP SERIAL#: 13N24820201516834 FONTAINE-VELOCITV48' SERIAL#: 13N1482=1557138 30015D99 1 29,154 15,160 13,994 30016753 0 14,197 2,839 11,357 FONTAINE-HAVSF1255T SERIAL#: 13N1482M1515592 FONTAINE-VELOCITY48' SERIALM MN14112C6C1554619 30015095 1 29,164 15,160 13,994 30016751 0 14,197 2,839 11,357 FONTAINE-HAVSF12SST SERIAL#: 13141482138G1515598 FONTAINE-VELOCITY 48' SERIALM 13NI492CICISS4611 30015101 1 29,154 15,160 13,994 30016761 0 14,197 2,839 11,357 FONTAINE-HAVSF12SST SERIAL#: 13N1482COG1515594 FONTAINE-VELOCITY 48' SERIAL#: 13141482CiD1557140 30015090 1 29,154 15,160 13,9914 30016465 1 11,388 5,922 5,466 FONTAJNE-HAVSF12SST SERIAL 13N1482MI515591 FONTAINE-VELOCITY 48' SERIAL#: 13141482CSC1554580 30015097 1 29,154 15,160 13,994 30015464 1 11.386 5,922 5,466 FONTAINE-HAVSFI2SST SERIALM 13N1452C201515600 FONTAINE-VELOCITY48' SERIAL#; 13N1482=1554576 30015094 1 28,775 14,963 13.812 30016735 0 19,282 3,856 15,426 FONTAINE-HAVSF12S$T SERIAL#. 13N1482C3015166% FONTAINE-VELOCITY48' SERIAL#: 15N1482C3CI554612 30015093 1 28,775 14,963 13,812 30016713 0 31,502 6,300 25.202 FONTAJNE-HAVSF12SST SERIAL : 1314148201G1515605 FONTAIN-HAVSD12CTA SERIAL#: 13N24020XH1522502 30015092 1 28,775 14,963 13,812 30016710 0 31,502 6,30C 25.202 FOWNNE-HAVSF125ST SERIALM 13N1482CXG1515604 FONTAIN-HAVSD12CTA SERIALM 13N248203111522499 30015091 1 28,775 14.963 13,812 30016712 0 31,602 6,300 25,202 FONTAJNE-HAVSF12SST SERIAL#: 13N14B2C8G1515603 FONTAIN-HAVSD12CTA SERIALM 13N248208H1522501 30015102 1 29,154 15,160 13,994 30016714 0 31,502 6,300 25,202 FONTANE-HAVSF12SST SERIAL#', 1314 48MG1515595 FONTAIN-HAVS012CTA SERIALM 13N248201H1522503 30015103 1 29,154 15,160 13,994 30016711 0 31,502 6,300 25,202 FONTAINE-HAVSFI2SST SERIALM 13N1482C4G1515596 FONTAIN-HAVSD12CTA SERIAL#: 1314248206H1522500 30015090 1 28,775 14,963 13,812 30012049 3 50,8W 42,091 8,793 FONTAJNE-HAVSF12SST SERIAL#: 13N1482C6G1515602 FORD F-350 SERIALM 1FD8MG63DEB15337 30015089 1 28,775 14,963 13,812 30012048 3 50,883 42,091 8,793 FONTAJNE-HAVSF12SST SERIAL#: 13NI482C4GI515601 FORD F-350 SERIAL 0: iFDBW31381DEB15336 30015104 1 29,164 15,160 13,994 30012046 3 50,883 42,091 8,793 FONTAINE-HAVSF12SST SERIAL# 13N1482C6131515597 FORD F-350 SERIALM 1FD8W3G68DES15334 30015100 1 29,154 15,160 13.994 30012047 3 50,883 42,091 8,793 FONTAJNE-HAVSF12SST SERIAL#: 13N1482C9G1515593 FORD F-350 SERIAL#: iFD8W3G6XDEB15335 30015096 1 29,154 15,160 13,994 30012045 3 50,883 42,091 8,793 FONTANE-HAVSF12SST SERIAL#: 13NI462CXG1515599 FORD F-50 SERIAL#: 1FD8W3G62DEe16331 30015417 1 30,328 15,771 14,557 3001204.4 3 50,883 42,091 8,793 FONTAINE-HAVSF22SAT SERIAL : 13N-1532C-X-01518180 FORD F-350 SERIAL#: 1FDSW3G84OEB15329 30015421 1 30,328 15,771 14,557 30012042 3 50,883 42,091 8,793 FONTAINE-HAVSF225AT SERIAL#: 13N-t 532G&G1514210 FORD F-W SERIAL 0: 1FDBW3G60DEB15327 30015422 1 30,320 15,771 14,557 30012546 3 52,077 37,079 14,998 FONTAINE-HAVSF22SAT SERIAL#: 13N-0532G8-G1514208 FORD F-350 SERIAL#; 1FDBW3G65EE814014 30015419 1 30,328 15,771 14,557 30012547 3 52,077 37,079 14,998 FONTAINE-HAVSF22SAT SERIAL#: 13N4532G&G15181B5 FORD FJ50 SERIAL#'. 1F08W3G63EEB14013 30015420 1 30,328 15,771 14,557 30012546 3 52,077 37,079 14.998 FONTANE-HAVSF22SAT SERIALM 13N-1532GX-01514209 FORD F-350 SERIAL#: 1FD8W3GWEE814012 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 27 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT �... ,...Mach&Equip Recon Acct ---- Mach 8 Equlp Recon Acct -� ASSET# AGE/YRS COST ACCUM DEPR BOOKVALUE ASSET# AGEYRS COST ACCUM DEPR BOOKVALUE . .....-.....- ---------_.__ _,._........ .............. .... .. ___- _____ ........ 30012545 3 52,077 37,079 14,998 30C13464 3 35,904 29,700 6,204 FORD F-350 SERIAL#: 1FD6W3G6XEEB14011 FORD-E-350 SERIALM 1FBSS3BLXODS04168 30012543 3 52,077 37,079 14,998 30013324 4 3,617 3,409 208 FORD F-350 SERIAL#: 1FD8W3G61EEe14009 FORD-E-350 SERIAL#: 1 FBS531 L070B25603 30012043 3 50.803 42,091 8,793 30013417 4 33,256 27,509 6,747 FORD F-360 SERIAL 4: 1FD8W3G62DE615328 FORD-E-350 SERIAL#: 1FBSS3SL6CDR23543 3DO12541 3 52,077 37,079 14,995 30013463 3 35,904 29,700 6,204 FORD F-350 SERIAL 1FD8W3G69EEB14007 FORD-E-350 SERIAL SFBSS3BL1DOB04169 3GO12540 3 52,077 37,079 14,99E 30013571 3 34,802 24,779 10,023 FORD F-350 SERIAL#: 1 FDOW3G66EES14006 FORD-E-350 SERIAL#: 1FRSS3191-91DDS34133 30012539 3 52,077 37,079 14,998 30012574 3 38,721 27,569 11,152 FORD F-350 SERIAL#. 1FD8W3G64EEB14005 FORD-E-350 XLT(Whlti SERIAL#: 1FBNE3131-4EDA36214 30012542 3 52,077 37,079 14,99E 30010530 4 42,506 40,057 2,448 FORD F-350 SERIAL#'. 1FD8W3G6XEES14308 FORD-E-350 XLT 15P SERIAL 1FBSS313160D823542 30011005 4 47,663 44,918 2,745 30010837 4 30,153 28,416 1,737 FORD F-3504% CREW CAS FLATBED SERIAL#. 1FD7W3ET2CEC63S01 FORD-E-350 XLT 15P SD SERIAL#: iFSSS38L5COA89710 30012544 3 52,077 37,079 14,995 3001OB38 4 30,052 28,321 1,731 FORD F-350 CREW CAB FLATBED SERIAL#: 1FD9W3GBBEES14010 FORD-E350 XLT 15P SD SERIAL#: 1FSSS3131-180DA89717 3DO09728 4 72,554 68,374 4,179 30015632 1 7,543 3,922 3,621 FORD F-5504X20RW MECHANIC TRUCK SERIAL 4: 1FDUF5GT4CEB18360 FORD-E-350 XLT 4.4 SERIAL : 1FBNE31P68DA30202 30010106 4 114.297 107,713 6,583 30010875 4 37,975 35,787 2,187 For4 F560 Mechanic Tusk Chassis SERIAL#. 1FDUFSGT5CEB18366 FORD-E-350 XLT 8P SERIAL#: lFSNE313L9CDH235M 30009961 5 58,881 55,489 3,392 30002978 5 32,054 32,054 0 FORD FLATBED TRUCK SERIAL#: 1FD8W3G62CEA13591 FORDE-350 XLT SD WAGON SERIAL 1FBNE3BL9BDB30813 30010346 5 41,094 35,727 2,367 30013461 3 31,675 26,201 5,473 FORD FLATBED TRUCK SERIAL#: 1FD0W4GY9CE681992 FORD-E350 XLT SUPER DUTY SERIAL#: 1FRSS33LXEDAW763 30009959 5 100,813 95,OD6 5,807 30013459 3 31,675 26,201 5,473 FORD FLATBED TRUCK SERIAL#: 1FDOW4GY6CEA18247 FORD.E350 XLT SUPER DUTY SERIAL#: iFBSS313LBEDA03762 30009960 6 63.662 59,995 3,667 30013460 3 31,675 26,201 5,473 FORD FLATBED TRUCK SERIAL 1FDOW4GY6CEA18240 FORD-E350 XLT SUPER DUTY SERIAL#: 1FBSS3BL6EDA03761 30010348 5 41,094 38,727 2,367 30013200 5 61,793 61,793 0 FORD FLATBED TRUCK SERIAL#: IFDOW4GY2CE881994 FORD-E-450 SERIAL#: 1FOXE4FSi BDA29885 30010130 5 103.304 97,354 5,950 30016446 1 57,970 30,144 27.826 FORD FLATBED TRUCK SERIAL#'. 1FDOW4GYOCES62392 FORD-E4501ALLSTAR SERIAL#'. 1FOFE4FS2FDA17696 30010354 5 41,926 39,513 2,415 30015880 1 18,960 9,859 9,101 FORD FLATBED TRUCK SERIAL#'. 1FDOW4GY7CEB82008 FORD-F-I 50 4.4 SC SERIAL#'. 1FTFX1EFICFA43417 30010350 5 41,095 38,728 2,367 30013190 6 32,663 32,663 0 FORD FLATBED TRUCK SERIAL#: iFDOW4GY6CEB81996 FORU-F-250 SERIAL#'. 1FTTW2B67BEA38745 30010263 5 72,643 68,459 4,184 30002172 6 23,000 23,000 0 FORD FLATBED TRUCK SERIAL#: 11FDOW40TOCEA26526 FORD-F-2504n1 SERIAL#: 1FTNF21538EE10221 30010347 5 41,094 38,727 2,367 30015552 1 49,405 25,691 23,715 FORD FLATBED TRUCK SERIAL 4: 1FDOW4GYOCES81993 FORD-F-250 UTILITY SERIAL#: 1FTBF2A60FEC66703 30010349 5 41,095 36,728 2,367 3DO10727 4 22,000 20,733 1,267 FORD FLATBED TRUCK SERIAL : 1FDDW4GY4CEB01995 FORDT-350 SERIAL#: iFDWF34R29EA06929 30002898 6 28.662 28,662 0 30011839 3 50,883 42,091 8,793 FORD-E-350 SERIAL 0: 1FTSS3EL1BOA68648 FCRD-F-350 SERIAL#: 1 FD8W3G64DE815332 3GO13418 4 33,256 27,509 5,747 30011840 3 50,883 42,091 8,793 FORD-E-350 SERIAL 0; 1 FBSS3BL5CDB27940 FORD-F-350 SERIAL#: iFD8W3G66DEB15333 30013185 6 30,302 30,302 0 30002664 9 33,374 33,374 0 FORD-E 360 SERIAL#: 1 FTSS3ES4BDA58929 FORD-F-350 SERIAL 1 FDWF36587EADOI 12 30013106 6 31,348 31,346 0 30002363 17 30,012 30,012 0 FORDE-350 SERIAL '. 1FTSS3ES9BDA16082 FORD-F-350 SERIAL 1 FDSWUFBYED32886 30013513 3 41,295 34,159 7,136 30002364 17 30.012 30,012 0 FORD-E-350 SERIAL#: lF13SS3SL5DDA52089 FORD-F-350 SERIAL 11FDSW3 HYED32687 30013570 3 34,802 24,779 10,023 30011728 3 55,389 45.818 9,571 FORD-E-350 SERIAL : 1FB553BL70OB34132 FORD-F-350 SERIAL#: 1FD7W3ET0DEBS4B10 ALL INFORMATION ON-THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY-STATED OTHERWISE-- Page 28 of 120 .. -- 052 --- ... .__. ..... -511512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT -- - .. ... . ____�_._ _..._. - ___ Mach d Equip Recon Acct Mach 8 Equip Recon Acct ASSET# AGElYRS COST ACCUM DEPR BOOKVALUE ASSET# AGEmtS COST ACCUM DEPR BOOKVALUE _ .... .... .........., ......... . ... .....__.... ___�. """ ................................ .... _....... 30011837 3 50,683 42,091 8,793 30013250 4 3,075 2,895 177 FORD-F350 SERIAL#: 1FDBW3G69DE815326 FORD-F-350(White) SERIAL#: 1FCSF345X8EC98484 30002663 a 33,401 33,401 0 30(13588 3 31,902 22,714 9,188 FORD-F-350 SERIALM 1FDWF34P17ESG6993 FORD-F-350(While) SERIAL#. 1F07ME67EE1346901 30011727 3 55,389 45,818 9,571 30013472 3 26,876 22,232 4,644 FORD-F-350 SERIAL#: 1FDTW3ET4DEB64B09 FORO-F-3W(Whlte) SERIAL 9: 1FDBF3ABOEEA86038 30011834 3 50,883 42,091 8,793 30013473 3 26,876 22,232 4,11" FORD-F-350 SERIAL#, 1FDSW3G63DE1215323 FORD-F-350(Whlte) SERIALM IFDBF3A62EEA86039 30002689 9 36,393 36,393 0 30013474 3 26,876 2.2,232 4,644 FORDF350 SERIAL 4: 1FDWF3751BEB52309 FORD-F-350(WhIte) SERIAL 9: 1FDBFWBEEA66040 30002293 18 53,113 53,113 0 30015532 1 100,2T7 52,144 48,133 FORG-F3 19 SERIAL : 1FTSF30F5XEC65725 FORD-F-350(Yellm) SERIAL#: 1FDRF3E76BED05966 30011835 3 50,683 42,091 8,793 30016531 1 100,277 52,144 48,133 FORD-F-350 SERIAL#: 1FD8W3G65DEB15324 FORD-F-350(Yellm) SERIAL#: iFDRF3ET4BED05965 30011836 3 50,883 42,091 8,793 30010608 4 52,784 49,744 3,040 FORD-F-350 SERIAL 9: 1FD8W3G67DES15325 FORD-F-3504X2 DRW CC SERIAL 1FD8W3G6XCEC58767 30011838 3 50,8a3 42,091 8,793 30010611 4 52,784 49,744 3,040 FORD-F-350 SERIAL#: 1FD8W3G60DE615330 FORD-F-3504X2 DRW CC SERIAL#: IFD8MG8XCEC58A0 30002648 10 30,740 30,740 0 30010610 4 52,784 49.744 3,040 FORD-F350 SERIAL 4: 1FTWF30Y47EAT905 FORDT-3504X2 DRW CC SERIAL#: 1FD6W3G83CEC58769 30002690 9 36,102 36,102 0 30010612 4 52,764 49.744 3,040 FORD-F350 SERIAL#: 1FDWF37568EB59045 FORD-F-3504X2 DRW CC SERIAL#: 1FD9W3G610EC58771 30002484 15 24,252 24,252 0 30010613 4 52,784 49,744 3,040 FORD-F-350 SERIAL : 1FDSFML621FCS8358 FORD-F3504X2 DRW CC SERIAL#: 1FDBW3G63CEC58772 30002525 14 43,084 43,084 0 30010614 4 52,784 49,744 3,040 FORD-F-350 SERIAL#: IFDSFMP73ED59915 FORD-F-3504X2 DRW CC SERIAL#: 1FDBW3G85CEC58773 30002527 14 28,228 28,228 0 30010615 4 52,794 49,744 3,040 FORC F-350 SERIAL#: IFDSF34PMED59913 FORD-F-3504X2 DRW CC SERIAL#: IFDOW3067CEC50774 30002566 11 28,479 28,479 0 30010616 4 52,784 49,744 3,040 FORD-F-350 SERIAL#: 1F0WF36Y06EA66640 FORD-F-WO 4X2 DRW CC SERIAL#: 1FDBW3G69CEC58775 30002665 9 33.273 33,273 0 300ID607 4 52,7a4 49,744 3,040 FOR0.F-350 SERIAL : 1FDWF36597E_A08037 FORD-F-3504X2 DRW CC SERIAL#: 1FD8W3G68CEC59766 30002882 6 57,765 57,765 0 30010609 4 52,784 49,744 3,040 FORD-F350 SERIAL#: 1FDMG66BEA03634 FORD-F-3504X2 DRW CC SERIAL 0: 1FD8W3G610EC58768 30002618 11 54,314 54,314 0 300028N 6 21,D00 21,000 0 FORD-F-350 SERIAL#: 1FDSW30PDOED47874 FORD-F-3504r4 SERIAL#: 1FTWF31559FA26971 30002908 6 35,139 35,139 0 30002805 6 25,322 25,322 0 FORD-F-350 SERIAL#: 1FDRF3ET7BEC69494 FORD-F-3604x4 SERIAL#: IFTWF31589EA26947 30013406 4 49,254 40,743 8,511 30002804 6 20,479 20.479 0 FORD-F-350 SERIAL#: 1F07X3ES4DEA42488 FORD-F-3504x4 SERIAL#: 1FlWF31559EA06459 30013212 5 41,139 41,139 0 30002803 6 18,000 18,000 0 FORD-F350 SERIAL#', IFDRF3HT48ED03080 FORD-F-3504x4 SERIAL#: 1FrWF31569EA05Q28 30013310 4 3,487 3,286 201 30002002 7 24,000 24,000 0 FORD-F350 SERIAL#: 1FDWF37YASED17845 FORD-F-3504x4 SERIAL#: lFTWF3156BEE52649 30013386 4 8,440 7,961 487 30002744 9 47,539 47,539 0 FORD-F-350 SERIALM 1FDWF37Y19EA01353 FORD-F-3504x4 CC SERIAL#: IFTWW31MEBB8d98 30013600 3 47,636 39,405 8,232 30002797 8 42,000 42,000 0 FORD,F-350 SERIAL#: 1FDUMI'62DES64773 FORUF-3504x4 CC SERIAL#: 1FDWW37R78EC93341 30013318 4 7,928 7,472 457 3W02743 9 48,215 48,215 0 FORD-F-350 SERIAL#: 1 FTWW31 R49FA14281 FORD-F-35004 CC SERIAL 9: 1FTWW31 YX8EA3W19 30015514 1 42,626 22,165 20,460 30011022 4 46.460 43,784 2,676 FORD-F-350 SERIAL k: 1FDBW3GS4EEe14165 FORD-F-3504X4 CC FLATBED TRUCK SERIAL#: 1FD8W3F89CES86087 30015513 1 42,626 22,165 20,460 30011028 4 45,522 42,900 2,622 FORD-F-350 SERIAL : 1FD8W3G62EEB14164 FORD-F-3504X4 CC FLATBED TRUCK SERIAL#: 1FTFW31382CED17107 30013569 2 31,902 22,714 9,180 30011029 4 46,941 44.237 2,704 FORD-F-350(Whlle) SERIALM 1FEWMENEE046902 FORD-F-35U 4X4 CC FLATBED TRUCK SERIAL It: 1FD8W3H6DCECB7452 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 29 of 120 052 5115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach B,Equip Recon Acct -.. Mach R Equlp Recon ASSET# AGEVRS COST ACCUM DEPR BOOKVALUE ASSET# AGEfYRS COST ACCUM DEPR BOOKVALUE .. ,,,. ..... ..... ........... ..... _ ___-_.._ ...... ....... 30011023 4 47,576 44,835 2,740 30015745 1 45,389 9,078 36,311 FORD-F-MO 4X4 CC FLATBED TRUCK SERIAL#', 1FD8W3F60CEB53852 FORD-F-350 FLATSED(Whit.) SERIAL 1FDRF3G65FED12001 30011024 4 48,635 45,833 2,801 30015744 1 45,389 9,078 36,311 FORUF-35004 CC FLATBED TRUCK SERIAL 4. 1FD8W3F6UCEC62604 FORD-F-350 FLATBED(Whlle) SERIAL#: 1FDRF3063FE012060 30011030 4 46,941 44,237 2,704 30016743 1 45,389 9,078 36,311 FORDT-3504X4 CC FLATBED TRUCK SERIAL#: 1F08W3H62CEC67453 FORD-F-350 FLATBED(White) SERIAL 9: 1FORF3G65FED12070 30012826 2 63,055 44,895 18,160 30015385 1 36,757 19,114 17,643 FORD-F-3504x4 CREW CAB HIGHRAIL(Whhe) SERIAL 4: 1FT7W31361EER20173 FORD-F-350 FLATBED(Whlle) SERIAL#: 1FDRF3E63GEA593S4 30012823 2 63,055 44,895 18,160 30012925 2 79,424 41,300 38,123 FORD-F-350441 CREW CAB HIGHRAIL(White) SERIAL : 1FTM3136SEEA93232 F0RD-F-350FLATSEDWITHHIGHRAIL(Whlte) SERIAL#: 1FORF3GTBFEB16304 30012824 2 63,055 44,895 18,160 30012924 2 79,424 41,300 36.123 FORD-F-3504ACREWCAe HIGHRAIL(White) SERIAL#: 1FT7W31366EE1320170 FORD-F-350 FLATBED WITH HIGHRAIL(Whlte) SERIALM 1FORF3GT6FEB16303 30012826 2 63,055 44,895 18,160 30012923 2 79,424 41,300 38.123 FORD-F-35044 CREW CAB HIGHRAIL(Wh6e) SERIAL#: 1FT7W3B65EEB20175 FORD-F-350 FLATBED WITH HIGHRAJL(Whlle) SERIAL#: iFORF3GT4FEB16302 30010786 4 52,905 49,858 3.047 30012922 2 79,424 41,300 38.123 FORD-F-3504X4 DRW CC SERIAL#: 1 FDBW3HT10EC76402 FOR0.F-350 FLATBED WITH HIGHRAIL(White) SERIAL#: 1FDRF3GT2FEB16301 30010787 4 54,287 51,160 3.127 30002740 9 31,027 31,027 0 FORD-F-3504X4 DRW CC SERIAL#', 1 FD8W3HT9CEC82627 FORD-F-350 SC SERIAL#. 1FDWX34598EA868D5 3D010791 4 68,412 53,853 14,559 30002738 9 30,861 30,661 0 FORD-F-3504X40RW CC SERIAL#: 1FO8W3HT6CEC5WU FORD-F-350 SC SERIAL#'. iFDWX345X8EA70641 30010789 4 73,491 55,999 17,493 30002822 7 33,912 33,912 0 FORDT-3504X4 DRW CC SERIAL#: 1FD8W3HT2CEC58002 FORD-F-350 SC SERIAL#, IFDSX34589EB24590 30010788 4 50,185 46,154 4,031 30002824 7 33,913 33,913 0 FORD-F-MO4X4 DRW CC SERIAL#: 1PDMI-ITOCEC58801 FORD-F-350 SC SERIAL#: 1 FDSX3451 DEB24592 30010790 4 49,708 45,953 3,756 30002827 7 33,913 33,913 0 FORD-FJ504X4 DRW CC SERIAL#: 1FD8W3HT4CEC55903 FORD-F-350 SC SERIAL#: 1FDSX34579EB24595 30011 4 53,577 50,491 3,086 30002828 7 33,913 33,913 0 FORDI WO 4X4 DRW CREW CAB(White) SERIAL#: 1FDBW3HT6CEC51237 FORD-F-350 SC SERIAL IFDSXM599EB24596 30010669 4 9,000 8,482 518 30002829 7 33,913 33,913 C FORD-F-350 CREW CAB FLATBED SERIAL 1FDSWUP76ED17766 FORD-F-350 SC SERIAL 1 FUSX34509E1324597 30013501 3 47.636 39,405 8,232 30012774 2 66.729 34,699 32,030 FORD-F-350 CREW CAB FLATBED SERIAL#. 1FD8W3F61DEB64701 FORD-F-350 UTILITY SERIALM 1FDRF3ET7FEB64539 30013502 3 47,636 39,405 8,232 30012773 2 66,729 34,699 32,030 FORD-F-350 CREW CAB FLATBED(White) SERIAL#: 1FD8W3F6XDEB647A FORD-F-350 UTILTY SERIAL 1FDRF3ET5FES64538 30013503 3 47,381 39,194 8,187 30013213 5 41,347 41,347 0 FORG-F350 CREW CAB FLATBED(Whlte) SERIAL 1FD8W3F68DEE64776 FORD-F-350 UTILITY(White) SERIAL#: 1FDRF3HT3CEA36712 30013375 4 7,912 7,457 456 30002396 10 10,500 10,500 0 FORDF-350 CREW CAB FLATBED(White) SERIAL 9: 1FTWW31R29EA32049 FCRD-F-450 SERIAL#: 1FOXF46SXYEE12305 30015620 1 40,482 21.051 19,431 30002569 11 32,744 32,744 0 FORD-F-350 FLATBED(While) SERIAL#: 1FDRF3E61GEA59393 FORD-FASO SERIAL 1FDXF46P36EA33932 30012918 2 56,869 29,572 27,297 30002835 7 49.695 49,695 0 FORD-F-350 FLATRED(While) SERIAL#: 1FDBF3ET9FEB16297 FORD-FdW SERIAL#, 1FDAF46R79EB25878 30012919 2 56,869 29,572 27,297 30002722 5 12,D00 12,000 0 FORD-F-350 FLATBED(Whit.) SERIAL#'. 1FDBFSETOFEB16298 FORD-F450 SERIAL 1FOXF46R70EA19942 30012920 2 56,869 29,572 27,297 30002834 7 50,184 50,184 0 FORD-F-350 FLATBED(Whtte) SERIAL 4: 1FDBF3ET2FEB16299 FORD-F450 SERIAL#. 1FDAF46R59EB25877 30012921 2 66,869 29,572 27,297 30013295 4 1,176 1,110 68 FORD-F350 FLATBED(Whte) SERIAL#: 1FDBF3ET5FEB16300 FORD-F-450 SERIAL#: 1FDXF47P77EA91686 30015519 1 40,482 21,051 19,431 30013118 7 54.122 54.122 0 FORD-F350 FLATBED(While) SERIAL 1FDRF3E64GEA66094 FORD-F450 SERIAL 1 FDAWSITYOAES09553 30015394 1 36,757 19,114 17,643 30013117 7 39,836 39,836 0 FORD-F350 FLATBED(While) SERIAL 9. 1FDRF3E83GEA52669 FORC,F450 SERIAL 1FDAF411YOAEB09546 30015747 1 45,389 9.078 36,311 30010984 4 39,851 32,965 6.866 FORD-F-350 FLATBED(While) SERIAL#: 1FDRF3GB1FED59169 FORD-F4504X2 CREW CAB SERIAL 0. 1FDOW4GY9DEA43208 30015746 1 45,389 9,078 36,311 30010979 4 39,851 32,965 6,886 FORD-F-350 FLATBED(White) SERIAL#: 1FDRF3G68FE020188 FORD-F45O 4X2 CREW CAB SERIAL 1FDOW4GYXDEAW3203 ALL INFORMATION ON THIS REPORT SHOULD ii TREATED ASCONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 30 of 120 052 --5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip R Acct Mach&Equip Recon Acet ....................... econ E- -- ---------- ASSET# AGENRS COST ACCUMIDEPIR BOOK VALUE ASSET# AGE/YRS COST ACCUMIDEPIR BOOK VALUE ............... -------------- 30010980 4 39,851 32,965 6,886 30002897 6 97,070 97,070 0 FORD-F460 4X2 CREW CAB SERIAL 4: 1FD0W4GY1DEA432D4 FCRD-F-550 SERIA-#: 1FDGF5GT9BEC03628 30010986 4 39,851 32,965 6,886 30002622 5 14,800 14,800 0 FORD-F-450 4X2 CREW CAB SERIAL#. 1FD0W4GY7DEA43210 FCRAF-550 SERIALM 1FDAF56R56EC1I1837 30010981 4 39,861 32,965 6,886 30002706 9 51,726 51,726 0 FORD-F-450 4X.2 CREW CAB SERIAL N: IFDOW4GY3[)EA43205 FORD-F-550 SERIA-4: IFDAF56R96EB73015 woiom 4 39,851 32,965 6,886 30002679 10 42,519 42.519 0 FORD-F-450 4X2 CREW GAS SERIAL#; 1FDOW4GY5DEA43206 FORD-F-550 SERIAL#: IFDAF56R88EB05255 3GO10983 4 39.861 32,965 6,086 30002696 9 87,997 87,997 0 FORD-F450 4X2 CREW CAB SERIAL k 1FU()W4GY7DEA43207 FORD-F-550 SERIALM 1FDAF56P37ES14696 30010988 4 39,851 32,965 6,886 30011801 3 116,411 96,295 20,116 FORD-F450 4% CREW CAB SERIAL# 11FDOW40I FORDLIF-550 SERIAL# IFDUF5GT2BEC98338 3000987 4 39,851 32.965 6,886 300118DO 3 115,361 95,427 19,934 FORD-F450 4X2 CREW CAB SERIAL k 1FD0W4GY9DE443211 FORD-F-550 SERIAL#: IFDUF5GTOBEC98337 30010985 4 39,851 32,965 6,886 300026M 5 45,000 45,ODO 0 FORD-F450 4X2 CREW CAB SERIAL 4: 1FDOW4(3YODEA43209 FORD-F-550 SERIAL* 11FDAF56ME=828 30002742 9 45,440 45,440 0 3001178 3 46,000 38,051 7,949 FORD-F-00 4X4 SERIAL 4 1 FDXF47R48EA51407 FOR F-550 SERIAL#: IFDAF56RXBE801837 30015729 1 20,865 10,850 10,015 30003466 19 36,970 36,970 0 FORD-IF450 4X4 DRW FLATBED TRUCK SERIALM IFDOW4KY5DEA10186 FORDQ17-550 SERIAL* IFDAFMMEA94478 30015612 1 20,258 10,534 9,724 30002691 9 67,560 67,560 0 FORD-F460 4X4 DRW FLATBED TRUCK SERIAL 4 1FE)OW4HYXI)EA10183 FORI SERIAL#: 1FDAF56P97EB33742 30015728 1 20,665 10'a50 10,015 30002810 8 102,984 102,984 0 FORD-1`450 4X4 DRW FLATBED TRUCK SERIAL 9: 11FDOW44YIDEA1101M FORD-F550 SERIAL# 11FDAF56R38EE10260 30002965 5 48,403 48,483 0 30002768 9 60,930 60,930 0 FORD-F-00 CC SERIALM 11FDOW4GMEG64047 FORD-F-650 SERIAL 11FDAF56RI8EU45616 30002968 5 48,404 48,484 0 30002771 9 101,236 101,236 0 FORD-F-450 CC SERIAL#; 1FD0W4GT7SEC64060 FORD-17-550 SERIAL# IFICAP515RIFIREA52928 30002969 5 48,494 46,484 0 30002786 8 112,838 112,838 0 FORD-F-450 CC SERAL# 1FDOW4GT96EC64051 FORD-F-550 SERIAL#. 1rDAF56R58EE10258 30002966 5 48,484 48,484 0 30002746 9 101,203 101,203 0 FORD-F450 CC SERIAL* 1FD0W4GT95EC64048 FORD-F-550 SERIAL IFIDAF56ROBEA19230 30012928 2 97,506 60.703 46,803 30002787 8 105.922 105,922 0 FORD-F-450 UTILITY WITH HIGHRAJL(White) SERIAL# 1FD0W4GT5FEI316307 FORD-F-550 SERIAL I FDAF56R76EE10259 30002433 15 46,500 46,500 0 30002795 8 97,562 97,662 0 FORD-IF550 SERIAL#: IFDAF56FXXEC31038 FORD-F-550 SERIAL 11FDAF56IR08EE10250 30002693 9 33,019 33,019 0 300028M 8 46,668 46,568 0 FORD-F550 SERIAL P 11FDAF56PX E!905M FCRD-F-550 SERIALM 11FCAF56R7REE10262 30013572 3 44.966 32,016 12,950 30002809 8 96,238 96,238 0 FORD-F550 SERIALM 1FDOX5GT2EEB52652 FOPJ6F-550 SERIALM 1FOAF58R9BEE10263 30011802 3 116,062 96.006 20,056 30002844 7 97,787 97,787 0 FORD-F-550 SERIAL k 1FDUF5GT4BEC98339 FORDI 560 SERIALM IFDAF6GR7AEA77632 3DO02612 11 43,503 43,503 0 30002725 9 33.605 33,605 0 FORD-F-550 SERIAL V 1FDAF56P66EG81632 FORDI SERIAL 9 1FDAF56R68ES73019 30002694 9 107,874 107,874 0 30002724 9 115,622 115,622 0 FORD-F-550 SERIAL 4: IFDAF58P87EG14700 FORUI SERIAL#: 1FDAF56R48EB73018 30002511 9 20,000 20,000 0 30002814 8 94,749 94,749 0 FORD-F550 SERIAL#: IFDM58F23E 1569 FORDLIF-550 SERIAL# IFDAF56RSBEE10254 30002864 7 82,243 82,243 0 30002708 9 34,120 34.120 0 FORD-F550 SERIAL#: 1FDAF5GR9AEAM916 roRD-r-sso SERIALM IFDAF58P17EI314702 30002769 9 55.808 55,8D8 0 30002709 9 34,119 34,119 0 FORD-FS50 SERIAL 4: 1FDAFMR38ED48617 FORDF560 SERIAL#; 1FDAF56P37EB14703 3DO02896 6 97,070 97,070 C 30002720 9 32,525 32,625 0 FORD-F550 SERIAL# IFDGF5GT1I3EB54292 FORD-F-550 SERIAL* 1FDAF56P57EB14699 30002696 9 99,581 99,581 0 30002843 7 97,786 97,786 0 FORD-F550 SERIAL 4: 1FDAF56PX7EB14701 FORD-F-550 SERII IFDAF5GR5AEAR831 ALL iiWokikhM ON THIS REPORTSHOULD BE TREATEDm CONFIDENTIAL JUNLESS SPECIFICALLY STATED bigiikiI -- .................. Page 31 of 120 052 6115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT _ ... Mach 8 Equip Recon Acct _� � �_ - Mach 8 Equip ReconAcct ---� ASSET# AGEfYRS COST ACCUM DEPR BOOK VALUE ASSET# AGEIYRS COST ACCUM DEPR BOOK VALUE - .,...... . ........ ........ - ......... ,. .... ._.............. 30002837 7 78,369 78,389 0 30012224 3 116.784 83.150 33,634 FORD-F-550 SERIAL#: 1FDAF56R89E825880 FORD-F-550(While) SERIAL#: iFDOW5GT40EB13949 30002728 9 123,263 123,263 0 30012372 3 50,489 35,948 14,541 FORD-F550 SERIAL#: iFDAF56R28EB73017 FORD-F-550(White) SERIAL#: 1F0UF5GT7EEA97819 30002836 7 78,369 78,369 0 30016631 0 53,861 10,772 43,089 FORD-F-550 SERIAL#: 1 FDAF56R1 BEB25879 FORD-F-550(Yelim) SERIAL#'. 1 FDUF5GT2EE813953 30015049 2 32,ODO 16,640 15,360 30016990 1 53,861 10,772 43,089 FORD-F-550 SERIAL#. IFDAF56RO9EB05882 FORD-F.550(Yelbw) SERIAL#: iFDUF5GT8EEB13956 30013284 4 1,183 1,115 68 30015989 1 53,861 10,772 43,089 FORD-F-550 SERIAL#: 11FDAF57W6EC59068 FORD-F-550(Yell.) SERIAL 1FDUF5GT6EEB13955 30012M 3 115,086 95,419 19,667 30016327 1 55,211 11,042 44,169 FORD-F.550 SERIAL#. 1FDUF5GT4BEC96342 FORD-F-550(Yellm) SERIAL 1FDUF5GT4EE113954-INAC 30013177 6 84,821 84,821 0 30010446 4 107,426 99,708 7,719 FORD-F-550 SERIAL A- IFDUFSW48EB76798 FORD-F5504X2 DRW SERIAL#: 11`0 F561R79EBIJ5680 30013456 3 89,292 73,862 15,430 30CIO440 4 105,101 99,047 6,054 FORO-F550 SERIAL#. 1FDUF5HY3EEA61582 FORD-F-5504"DEW SERIAL# 1FDAF56R99EB05881 30013088 8 83,059 83,059 0 30002616 11 37,478 37,478 0 FORD-F-550 SERIAL#'. IFDAF57Y49FA24101 FORD-F-55004 SERIAL#: 1FDAF57P96EA71448 30013297 4 20,747 19,552 1,195 30012094 3 42,190 34,899 7,290 FORD-F-550 SERIAL 1FDAFM18EB44291 FORD-F-5504x4 SERIAL#. 1FD0W5HT6CEA62449 30013087 8 83,059 83,059 0 30015606 1 44,712 23,250 21,462 FORD-F550 SERIAL#: 1FDAF57Y29EA24100 FORD-F-5504X4 SERIAL#: 1FD1jF5HT3DEA24064 30013086 6 83,059 83,059 0 30011291 4 124,409 102,911 21,498 FORD-F-550 SERIAL 1FDAFS7 X9EA24099 FORD-F55004 DRW MECHANIC TRUCK SERIALM 1FDUFSHTOCEC11729 30013085 8 92,332 92,332 0 CHASSI FOR0.F-5O SERIAL# 1FDAF57R49EA01748 30011842 3 116,792 96,611 20,182 30013OB3 8 79,922 79,922 0 FORD-F-550 CREW CAR(Whlte) SERIAL 1FDOW5GTODEB13950 FORD-F-550 SERIAL#: 1FDAFS] 49EA78296 30011843 3 116,792 96,611 20,182 30013082 6 79,922 79.922 0 FORD-F-550 CREW CAB(White) SERIAL 1FD0W5GT4DEBi3952 FORD-F-550 SERIAL iFDAF57Y29EA18295 30013168 6 68,226 88,226 0 30013075 8 48.375 48,375 0 FORD-F-550 CREW CAB(Whlte) SERIAL 0: 1FDOWSITY9BES76613 FORD-F-550 SERIAL 1FDAW5TY39EA24445 30012199 3 118,028 84,036 33,992 30016536 0 53,861 10,772 43,089 FORD-F-550 CREW CAB(White) SERIAL#: IFDCWSGT20EB13951 FOR0.F550 SERIAL#: 1FOUF5GTOEEB13952 30012091 3 116,924 96,719 20,204 3DO13125 6 50,773 50,773 0 FORD-F-550 CREW CAB FLATBED(White) SERIAL#' 1FDOW5GT6DEB13953 FORD-F-550 SERIAL# 1FDUF5HY60ES76799 30012110 3 117,728 97,384 20,343 30015515 / 53,856 28.005 25,051 FORD-F-550 CREW CAE FLATSED(White) SERIAL#: 1FD0W5GT9DEB13946 FORD-FS50 SERIAL IFDUF50TXEEB13957 30012111 3 117,728 97,384 20.343 30012368 3 114,681 81,653 33,028 FORD-F-550 CREW CAB FLATBED(White) SERIAL#: 1FDOW5GTODEB13947 FORD-F-550 SERIAL 1FDUF5GT5EES13946 30002860 7 102,989 102,989 C 30012369 3 116,554 62,987 33,568 FORD-F550 TEREX SERIAL#: 11FDAFSGRXAEA67029 FOR6F-550 SERIAL p: 1FOUF5GTOEEB13949 30013419 4 556 526 32 3DO12370 3 114,181 81,297 32,804 FORD-F650 SERIAL#: 3FDWF65Y62MA19946 FORD-F-550 SERIAL : 1FDUF5GT7EEB13947 30016808 0 102,989 20,598 82,391 30012371 3 115,531 82.258 33,273 FORD-F-650 SERIAL#: 11FDNF6An Hoe02434 FORD-FS50 SERIAL : 1FDUF5GT9EEB13946 30016809 0 102,989 20,598 82,391 30013567 2 54,409 38,739 15,670 FORD-F-650 SERIAL9: 1FONF6AY5HOB02437 FORD-F550 SERIAL : 1FDUFSHT8FEe46245 30002641 10 120,349 120.349 0 30013456 3 90,067 74,503 16,564 FORD-F-650 SERIAL# 3FRNF65RX6V317351 FORD-F-550 SERIAL#: 1FO0W5HWEFA6158S 30002642 10 63,574 63,574 0 30015516 1 53,856 28,005 25,851 FORD-F-659 SERIAL#' 3FRNF65R26V348M3 FORE-F-550 SERIAL#: 1FDUFSGTIEED13956 30002789 6 79.000 79,000 0 30013458 3 90,107 74.537 15,570 FORD-F-650 SERIAL#: 3FRNF65Z69V113571 FORD-F550 SERIAL#: 1FDOWSITYOEEA61605 30002790 8 121,742 121,742 0 30013457 3 90,067 74,503 15,564 FCRD-F-fiU SERIAL#: SFRNF65Z69V113572 FORD-F-550 SERIAL# 1FDOW5HY9EEA615B4 ALL INFORMATION ON THIS REPORT SHOULD k TREATED AS CONFIDENTIAL UNLE33 SPECIFICALLY STATED OTHERWISE Page 32 of 120 -- - 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Recon Acct Mach&Equip Recon Acct - --- 1111111 - I [-1.."', 1.11----.-.-----..- .......... ASSET# AGEtYRS COST ACCUMDEPR BOOKVALLUE ASSET# AGEfYRS COST ACCUMDEPR BOOKVALUE -----------...... --------- 30002877 6 85.413 85,413 0 30002392 16 76,500 76,500 0 FORD-F 650 SERIAL 9: 3FRNF6FS7AV264330 FI USTC SERIAL* 1FDZUa2E2WA23126 30002878 6 84,143 84,143 0 30014337 2 52,505 27,303 25,202 FORD-F-650 SERIAL 4; 3FRNFBFBBAV275044 FORD-STARCRAFT-E-350I SERIAL* IFDWE3FLlFDM7275 30002571 11 154,162 154,162 0 30014388 2 57,945 30,131 27,814 FORD-F650 SERIAL 4: 3FRNF65N46V245550 FORD-STARCRAF7.E460-ALLSTAR SERIAL W. IFDFE4FS3FDA07548 30013589 2 148,011 105,384 42,627 30010820 4 31,062 29,273 1,789 FORD-F650 SERIAL 4: 3FRNF6HP2FWN567 FORD-TAURUS SEL SERIAL IFAHF2E80DGI54137 30013090 8 90,246 90,246 0 30016693 0 33,305 6,661 26,644 FORD-F650 SERIAL# 3FRNF05S59V130722 FORD-TRANSIT$50(16 Passenger) SERIAL 1 FDZX2YM8GKB05782 30013091 a 90,246 90,246 0 30016694 0 33,305 6,661 26,644 FORDI SERIALM 3FRNF651379V130723 FORD-TRANSIT 350(15 Passenger) SERIAL IFHZX2 01<313005 30013101 8 90,673 90,673 0 30012867 2 44,840 31,926 12,914 FORD-F-W SERIAL#' 3FRNF55R29V190S09 FORD-TRANSIT&K,MR SERIA-4i IFBAX2CM2FKA06605 30013300 4 1,234 1,163 71 30015199 1 41,617 21,589 19,928 FORD-F-650 SERIAL C 3FRNF85E46V384542 FORD-TRANSIT 350 MR(WhIts) SERIAL* 30013304 4 34,610 32,622 1,988 30012462 4 130,665 123,139 7,526 FORD-r650 SERIAL*: 3FRNF65B66V079844 FORKLIFT,9K#RT,TELEHANDLER,CAT SERIAL 0. THH00239 30013303 4 22,919 21,598 1,320 TL943C FORD-F650 SERIAL#: 31FRNF655613 6 0785 30013134 9 127.416 127,418 0 30013192 5 98,954 98,954 0 FORKLIFTJ)K#FIT TELE,INGERS0L RAND SERIAL# #NYA VR-1 FORD-F653 SERIAL A 3FRWFBFCSBV629263 30009962 5 39,000 36,754 2,246 30013095 8 97,519 97,519 0 FREIGHTLINER WATER TRUCK SERIAL# IFVAGWDI)07HV82192 FORD-F650 SERIALM 3FRNF6W79V165075 30013241 5 13,000 12,251 749 30002983 5 43,044 43,044 0 FREIGHTLINER-BLUEBIRD SERIAL# 4UZ6CJBAOYCGI6920 FORD-F-750 SERIALM 3FRXF75E66V344865 30013243 5 13,1300 12,251 749 30002734 9 149,050 149,050 0 FREIGHTLINER-BLUEBIRD SERIAL#. 4UZBMBMYOG16922 FORD-F-750 SERIAL#: 3FRXF750XBV678374 30013242 5 13,000 12,251 749 30002515 14 41,535 41,535 0 FREIGHTLINER-BLUEBIRD SERIAL 4UZ6CJBA2YCGI6921 FORD-F-750 SERIAL 3FRXF75224V614533 30003453 19 71,206 71,206 0 30002881 6 103,342 103,342 0 FREIGHTLINER-FDLI208D SERIAL 1FVXFEC89WP987435 FORDT-750 SERIAL 3FRXF7FDSAV268479 30013424 4 18,250 17,199 1,051 30002982 5 44,731 44,731 0 FREIGHTLINERI SERIAL 1FUSCY0C26HV08859 FORD-F-750 SERIALM 3FRXF75ENV344862 30011725 3 168,684 139,536 29.149 30010498 4 166,611 137,820 28,790 FREIGHTLINER-M2 IN SERIAL 3ALACYDT3EDFT3125 FORD-F-750 7X2 CC)IT(W7F) SERIAL 4: 3FRWW7FG6CV35319e 30011726 3 168,723 139,567 29.155 30010500 4 170,088 140,697 29,391 FREGIATLINER M2 106 SERIAL#! 3ALACYI)T5EDFT3126 FORD-F-750 7X2 CC>G-T(W7F) SERIAL#; 3FRWW7FG0CV353200 30012109 3 168,735 139,578 29,157 30014443 2 193,995 100,077 93,118 FREIGHTLINER-M2 106 SERIALIA. 3ALACYDT4EDFT3134 FORD-F-750 CREW CAB SERIAL*: 3FRWW7FLRFV727616 30012076 3 168,682 139.534 29,148 30015339 1 76,508 39,784 36,724 FREIGHTLINER-M2 106 SERIALM 3ALACYDT0EDFT3132 FORD-F-750/LEDWELL.LW200OWT SERIALM 3FRXr7FA5FV716451 30012076 3 168,728 139.572 29,156 30014772 2 83,165 43,246 39.919 FREIGHTLINI 1136 SERIALM 3ALACYDT2EDFT3133 FORDF-7I50/-EDWEU--LW2D00WT(Whke) SERIAL N: 3FRXF7FA7FV716449 30015326 1 79,704 41,446 38,258 30014773 2 82,465 42,882 39,503 FREIGHTLINI IN SERIALM 3ALACWDUXGDHB8381 FORD-F-750&EDWELL-LW2000WT(Whfte) SERIAL#! 3FRXF7FAXIFV716462 30011930 3 168,750 139,690 29,160 30003428 20 120,297 120,297 0 FREIGHTLINER-M2 I% SERIALM 3A-ACYDT9EDFr3I31 roRn-Few CHALLENGER SERIAL# 1FDXFSOEVW A10787 30011889 3 168,715 139,561 29,154 30012062 3 116,186 96,109 20,077 FREIGHTLINER-M2 106 SERIAL 9 3ALAGYDTNDF73129 FORDF-F550 4M SERIAL#; 1FDUF5GI 30011929 3 168,650 139,507 29,143 30012051 3 116,186 96,I09 20,077 FREIGHTLINER-M2 106 SERIALM 3ALACYD77EDI`73130 FORDF-F550 4X2 SERIALM I FDUF5GTNEC98340 30011888 3 166,714 139,560 29,154 3D002783 8 52,169 52,169 0 FREIGHTLINERI IN SERIAL P 3ALACYDT9EDIFT3128 FORD-LCF SERIAL 4; 3FRML56Z78V690137 300119118 3 160,700 139,549 29,151 30002674 10 42,763 42,763 0 FREIGHTLINER-M2 IN SERIALM 3ALACYDT7EDFT3127 FORD-LCF SERIAL 9: 3FRML5I ---...--jj[L-jNF6kW diibifkii 12MIRTSHOULDBIET E Page 33 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Recon'A'rct' E - &Equip Rocon Ac'ct'-"- .. ............. .. ............_J :�- - --------- Mach........ ......................... ASSET# AGErYRS COST ACCUIVIDEPR BOOKVALUE ASSET# AGENRS COST ACCUMDEPR BOOKVALUE 1........... ...........__11... ........... ...... .................... 3D01 1132 4 169,812 140,46E 29,344 30013149 6 86,000 86,000 0 FREIGHTLINERI 106 4X4NROGRESS SERIAL# IFVDCXBSlDDBW2242 GEML-DL12-40 SERIALM DLI240HJB1250691 A80LS 30013253 5 111,608 105,180 6,429 30011290 4 86,335 71,416 14,919 GEHL-DL1240H SERIAL 9 DL1240HJD0150795 FREIGHTLINER-M2 IN MD SERIAL#: 1FVACXDT6DHBZ3635 30013428 4 110,643 91,524 19,119 30010798 4 36,000 33,926 2,074 GEHL.DL12H SERIAL M t)L1240HJD1251034 FREIGHTLINER.M2 106MD SERIAL M IFVACXDG07DY03123 30013278 5 107,820 101,609 6,210 30002987 5 156,520 156,520 0 GEHL-DL12H SERIAL# DL1240HJD0450680 FREIGHTLINER-M2-106 SERIAL IFVACXBS8ADAN9486 30013277 5 107,526 101,333 6,194 30003560 18 Soo 500 0 FRUEHAUI SERIAL FWMSss504 GEHL-DL12H SERIAL 4: DL1240HJD0450B79 30003559 30013427 4 110,000 90,992 19,008 IS 500 500 0 GEHL-DL12H SERIAL M DLI240HJ01251033 FRUEHAUF- SERIAL 4: FWM683602 30013426 4 110,937 91,767 19,170 3W03558 18 50 500 0 GEHL-DL12H SERIAL M DL1240HJD1251032 FRUEHAUF40 FT TO 60 FT SERIAL 4: FWM683501 30013425 4 110,000 90,992 19,008 31DOW791 27 28,529 28,529 0 GEHL.DL12H SERIAL 9: DL1240HJD1251031 rRUEHAUI FT SERIAL#: 2BH026205 30013127 6 86,800 86,800 0 30015352 1 15,000 7,800 7,200 GEHL-RS1242 SERIAL V! RS1242JB0118101 FRUEHAUF48WELDING SERIAL#. 1H2R04029FH066701 30014452 2 59,754 31,072 28,682 30011896 3 6.6D0 5,460 1,140 GEISMAR-MPR.D SERIAL* PU FRUEHAUF46VO FLOAT SERIAL IJJF"2F4XS523560 30002095 10 2,722.384 2,722,384 C 30011942 3 6,600 5,460 1,140 GENCOR-400 SERIAL#: 27-4 OOIX12 FRUI FLOAT SERIAL#: 1JJF482FIXE523578 30001616 a 9,029 9,029 0 3001 19" 3 6,600 5,460 1,140 GENIE-AL4003 SERIAL M AL409-993 FRUEHAUF48X20 FLOAT SERIAL M IJJF482F5XS523566 30015956 1 3,344 669 2,675 30003898 8 4,000 4,000 D GENIE-GR.12 RUNABOUT SERIAL M GRI5-38814 FRUEHAUF-BOX TRAILER SERIAL#. FOD03722 30015955 1 3,3" 669 2,675 30001831 22 40,878 40,878 0 GENIE-GR-1 2 RUNABOUT SERIAL M GR15-38753 FRUEHAUF.FSZ9F245SST SERIAL 4: I,12R645271)10052N 30015954 1 3,344 669 2,675 3D014719 2 15,000 7,800 7,200 GENIE-GR-12 RUNABOUT SERIAL# OR15-38636 FRUEHI SERIAL 4: FRVI 11203 30003718 a 18,433 18,433 0 30001878 19 46,310 46,310 0 GENIE-GS-3246 SERIAL M GS460890932 FRUEHAUF-VAN TRAILER SERIAL#. 1PT0IANH2119004303 30012882 2 30,811 21,938 8.874 30009802 5 25,000 23,560 1'440 GENIE-GS-3390RT SERIAL M OS901247923 FUEL TANK SERIAL# 17-16-000022 30012881 2 30,811 21,938 8,874 30016873 0 84,099 16,820 67,279 GENIE-GS-5390RT SERIAL#: G89012a7932 FUIN SERIAL# JL6CRGIABGK000627 30012859 2 54,373 35,713 15,669 30011619 3 125,816 104,076 21,741 GENIE-GTH1056 SERIAL# GTH1012-15462 GEHL-DL 12-40 SERIAL#. DL1240HJE0751107 30012860 2 54,373 38,713 15,659 30013199 6 78,600 74,073 4.527 GENIE-GTH1056 SERIAL* GTH1012 15511 GEHL DLI240 SERIAL# OL1240HJC0750734 30042853 2 33,530 23,873 9,657 30015711 1 63,5()0 33,020 30,480 GENIE-S-40 SERIAL M S4041-16331 GEHL-DL1240 SERIAL 4. DL1240HJE0451086 300121157 2 27,186 19,357 7,830 30013132 6 90.136 90,136 0 GENIE-S-40 SERIAL V; MOII-16260 GEHL.DL1240 SERIAL M OL1240HJ81050676 30003735 5 54,900 54,900 0 3DO13108 7 89,970 89,970 0 GENIE-MG 4WD SERIAL 0 56010-020393 GEHL-DL1240 SERIAL k DL1240HJA1050661 30012856 2 40,779 29,035 11,7" 30013111 7 89,970 89,970 0 GENIE-S-BOX SERIAL* BOOM 1-22074 GETIL-01-1240 SERIAL#: OL1240HJAII50663 30015262 1 33.445 17,391 16.054 30013123 6 90,136 90,136 0 GENIE-SaOX4WD SERIAL 4: S60X13024993 GEHL-DL12-40 SERIAL 4' DL1240HJB0850699 30015263 1 43,098 22,411 20,687 30013124 6 90.136 90,136 0 GENIE-M5 4WD SERIAL M 58011-0=1 GEHL-OL1240 SERIAL# OL1240HJBOB50671 30016656 0 95,900 19,180 76,720 30013131 6 90,136 90,136 0 GENIE-MR SERIAL M S60HI GEHL-DL12-40 SERIAL# DL1240HJ81050677 30011759 3 55,00() 45,496 9,504 GENIE-S-80 4WD SERIAL# SB0I0-6279 ALL INFORMATION ON THIS REPORT SHOULD BE fizffxffb"Ai CONFIDENTIALUNLESSSPECIFICALLYSTATEbbTHERWIISIE- Page 34 of 120 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ......... ......................... Mach&Equip Recon Acct Mach&Equip Recon Acet ........ ...... ...................................................... ........................... ASSET# AGE/YRs COST ACCUMDEPR BOOKVALUE ASSET# AGFJYRS COST ACCUM DEPR BOOK VALUE 30003738 5 68,400 68,400 0 30012733 2 36,474 26,268 10,217 GENIE-"O 4WD SERIAL M S8010A273 GENIE-Z4W6J 4WD SERIALM Z452512A43()34 30003736 5 68,400 68,400 0 30012734 2 35,474 25,258 10,217 GENIE S-80 4WD SERIAL S801 M257 GENIE-Z45125J 4WD SERIAL# Z452512A43106 30003737 5 68,400 68,400 0 30011575 4 45,000 37,224 7,776 GENIE-S-80 4WD SERIAL S8010-8272 GENIE-Z-BOJU SERIAL# 76011-10863 3DO14555 2 139,139 72,352 66,787 30011576 4 45.000 37,224 7,776 GENIE-&ROX SERIAL#: SBOXIS121308 GENIE.Z.60/34 SERIAL* Z601 1-10667 30014524 2 139,139 72,352 66,787 30012393 3 53.999 38.447 15,562 GENIE-S-BOX SERIAL M SBOXIS 12610 GENIE-Z-60/34 4WD SERIAL 76012-10941 30011668 4 76.504 63,284 13,220 30012842 2 52,560 37,423 15,137 GENIE-S-80X 4WD SERIAL M S80XI 1.8921 GENIE-Z4601344WD SERIAL Z6012-11040 30011667 4 76,504 63,284 13,220 30012395 3 53,999 38,447 15,552 GENIE-5410X4WD SERIAL#. WX11-B943 GENIE-Z-BWU 4WD SERIAL 4: 26012-10968 300154-42 1 51.883 26,979 24,904 30012840 2 52,660 37,423 15,137 GENIE-S-BOX-4WD SERIAL 4 S80X12-9656 GFNIE-Z430/344WD SERIAL M Z6012-11106 30015740 1 68,331 35,532 32,799 30012697 3 54,630 38,897 15,733 GENIE-5-80X-4WID SERIAL#: SBOX129660 GENIE-Z-60/34 4WD SERIAL P Z601241041 30015216 1 39,703 20,645 19,057 30012698 3 54,630 38,897 15,733 OENIE-S-85 4WD SERIAL N: S85108446 GENIE-Z-601344WD SERIAL Z6012-11044 30015189 1 217,053 112,867 104,185 30012394 3 53,999 38,447 15,652 GENIE-Z435/70 SERIAL#; ZX13515-2745 GENIE-Z-BWU 4WD SERIAL Z6012-10831 30015193 1 217,063 112,B67 104,185 30012392 3 53,999 38,447 15,552 GENIE-Z-13590 SERIAL 9 ZX1WI 2745 GENIE-Z-60/34 4WD SERIAL Z6012-10981 30013110 7 59,203 59,203 0 30015543 1 99.153 51,560 47,593 GENIE-Z45125 SERIAL# Z45250BA38190 GENIE-Z62/40 SERIAL Z6215A,336 30010531 4 54,269 51,143 3,126 30015648 1 99,153 51,560 47,593 GENIE Z45125 RT SERIAL 4: Z452512A45539 GENIE-Z62140 SERIAL#: Z621SA402 30012946 2 34,741 24.736 10,005 30015544 1 99,153 61,560 47,593 GENIE-Z45r25J 4WD SERIAL M Z452512A431DO GENIE-Z62J40 SERIAL M Z6215A458 30012847 2 34,741 24,736 10,005 30015546 1 99,153 51,560 47.593 GENIE Z45125J 4WD SERIAL M Z462612A43120 GENIE.Z62140 SERIAL#: Z6215A-351 3D012848 2 34,741 24,736 10,005 30015545 1 99,153 51,660 47.593 GENIE-Z45125J4WD SERIAL M Z452512A42888 GENIE-Z62J40 SERIAL#: Z6215A-360 30012849 2 34,741 24,736 10,005 30015547 1 99,153 51,560 47,593 GENIE.Z45/25J 4WD SERIAL#. Z452512A42878 GENIE-Z62140 SERIAL#. Z6215A-374 30012851 2 34,741 24,736 10,005 30015264 1 60.619 31,522 29,097 GENIE-Z45125J 4WD SERIAL 4 Z452512A42970 GENIE-Z-80160 SERIAL* Z8010-2711 3DO12852 2 34,741 24,736 10,005 30015265 1 60,619 31.522 29,097 GENIE-Z45125J 4WD SERIAL# 7452512A-43014 GENIE-Z-80J60 SERIAL M Z8011.2930 30012865 2 34,436 24,518 9,918 30012696 3 68,288 48,621 19,667 GENIE-Z46/25J 4WD SERIAL#: Z45251ZA-42959 GENIE-Z-80/60 4WD SERIAL 9; Z6012-3295 30012854 2 34,436 24,518 9,918 30015561 1 57,314 29,803 27,510 GENIE-Z45Y25J 4WD SERIAL* Z462512A42970 GENIE-Z-80/60 4WD SERIAL M Z8012-3294 30012838 2 34,436 24,518 9,918 30012699 3 68,288 48,621 19,667 GENIE-Z45125,14WD SERIAL 4: Z45251 2A43207 GENIE-Z4801604WD SERIAL A Z6012-3269 30012W 2 34,741 24,736 10,005 30013036 2 241,876 125,775 116,100 GENIE-Z45125J 4WD SERIAL M Z452512A43184 GENIE-ZX-135M SERIAL* M351&2595 30012850 2 34.741 24,736 10,005 30013037 2 241,876 125,775 116,100 GENIE-Z45125J 4WD SERIAL# Z452512A42884 GENIE.ZX-13690 SERIN-M ZX1361S2012 300128" 2 34,741 24,736 10.005 30001733 11 12,9-46 12,946 0 GENIE-Z45125J 4WD SERIAL 4 Z 52512A43165 GGDWIN-ODIOOM SERIAL#- 04360 27 30012843 2 34,741 24,736 10,005 30015950 1 5,000 1,000 4,000 GENIE-Z45J25J 4WD SERIAL M Z452512A43139 GODWIN-CO100M SERIALM 0955578-3 30012839 2 34.436 24,518 9,918 30014610 2 10,000 6,200 4,000 GENIE-Z45125,1 4WD SERIAL M Z452512A43219 GODWIN-CD100M SERIAL* D852528-16 --6N F W ALL INFORMATION -Tki�k&d*T-iAbUJ]b -A-ffb- E TR g- "" '66WA6&fi�L iiiiiLiii i0i6AEWEi i OTHERWISE Page 35 of 120 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip RBCOn Acct J Mach&ECILI Racon Acct . ASSET# AGEtYRS COST ACCUMDEPR BOOKVALUE ASSET# AGE/YR5 COST ACCUMDEPR BOOKVALUE 30013272 5 28,995 27,325 1,67C 30003082 5 68,000 68,000 0 GODWIN-MI03 SERIAL#: 12609280-3 GOMACO GT6300 SERIAL#: 900100537 30013275 5 28.995 27,325 1,870 30016618 0 473,869 94,774 379,095 GODWIN-CD-1W SERIAL 12609280-2 GOMACO.RTP-500 SERIAL#: 906700-145 30013273 5 28,995 27,325 1,670 30002935 12 116,534 116,534 0 GODWIN-CD-103 SERIAL#', 12610110� GOMACO-SL650 SLOPE FINISHER SERIAL#: 90-77W-002 30001734 11 19,656 19,656 0 30002928 13 1,000 1,000 0 GODWIN-CD150M SERIAL.#: 0538058.2 GOMACO-SpenIt4000 SERIAL#: 905800004 30001719 19 17,500 17,500 0 30002942 6 15,486 15,486 0 GODWIN-CD150M SERIAL#: 970919218 GOMACO-SPANIT 4000 SERIAL#: 905800.055 30010472 4 16,185 15,263 932 30015279 1 6,000 3,120 2,880 GODWIN-CD150M 6" SERIAL : 16MPF0513CDO61573 GOMAC0.5pan1[4000 SERIAL#: W58WN6 30001713 21 13,900 13,900 0 30015280 1 6,000 3,120 2,880 GODWIN-00200-4039JD SERIAL#', 9437205 GOMAC0.8panIt4000 SERIAL#. 905800.50 30016HO a 8,504 1,701 6,803 30014807 2 4,500 2,340 2,160 GODWIN-DC150M SERIAL 4: 12611250-7 GOMACC-Span84000 SERIAL#'. 000013 30001725 9 20,000 20,000 0 30014808 2 4,500 2,340 2,160 GODWIN-GPAC 15-3 SERIAL : 559413E GOMACOSpanit 4000 SERIAL#'. 905800-48 30015662 1 5,889 3,062 2,827 30002933 13 121,873 121.873 0 GODWIN-GSP600-SV SERIAL 4: 0871277 GOMACO-TC-600 SERIAL#: 5MF11307 30015663 1 5,889 3,062 2.827 30002934 8 87,054 87,054 0 GODWIN-GSP600-SV SERIAL : 0871489 GOMAMTC-600 SERIAL#: 904400-103 30014673 1 37,332 19,413 17,919 30004471 8 1,000 1,ODO 0 GODWIN-HEIORA 10OTD SERIAL#: 16MBS0919FDO71352 GOOSEN-SCGJ SERIAL#: 347 3DO12732 2 15,815 11,260 4,555 30001728 8 7,300 7,300 0 GODWIN-HEIDRAHS150MR SERIAL ON WHO GORMAN-RUPP-PA4AJ045D-1 SERIAL#: 1277176 30016170 1 10,000 2,000 8,OOD 30011902 5 28,550 2B,550 0 GODWIN-HL5M SERIAL#: 0540519f04 GREAT DANE48'STPDCK SERIAL# 1GRDM96299H712062 30001730 7 20,000 20,000 0 30012979 8 20,595 20,595 0 GODWIWHL5MS SERIAL#: 0229360/02 GREAT DANE-48'STPDCK TRAILER SERIAL#: 1GRDM96266M701746 30016171 1 10,000 2,000 8,000 30014924 2 11,675 6,071 5,604 GODWIN-HL5MS SERIAL 0437087102 GREAT DANEE01<46 SERIAL#: 1GRDM962XH707045 30001736 10 49,636 49,636 0 30011310 4 37,468 30,994 6,474 GODWIN+HS250 SERIAL#: 06401495 GREAT DANEFL0.0024-00048 COMBO DROP SERIAL#: 1ORDM9627DH718502 30001735 10 49,636 49,636 0 DEC GODWIN-HS250 SERIAL#', 06401494 30003678 16 7,000 7,000 0 30015065 1 30,614 15,919 14,695 GREAT DAME-GPE24575 SERIAL IORDMN25TMOON05 GODWIN-PUMP SERIAL#: 16MBB1013FD071494 30003673 18 7,000 7,000 0 30015054 1 30,616 15,921 14,696 GREAT DANE-GPE145-75 SERIAL#: IGRDM9023TMOO8604 GODWIN-PUMP SERIAL 4: 16MBB0917FDO72001 30016757 0 11,208 2,242 8,966 30015053 1 34,216 17,793 16,424 GREAT DANE-GPS-0023-OD048 SERIAL#. 1GRDM962XCH714894 GODWIN-PUMP SERIAL#: 16MBB0916FD071618 30016756 0 11.208 2,242 8.966 30016282 1 689,202 137,840 551,362 GREAT DANE-GPS002300048 SERIAL IORDM9621CH714895 GOLDHOFER-PSI SERIAL#: WGCPST060FDO61355 30016755 0 11,208 2,242 8,966 30002936 12 24,629 24,629 D GREAT DANE-GPS-0023-00048 SERIAL#: IGROM9623CH714696 GOMACO-2000 SERIES WORK HORSE SERIAL#: 9057W029 30016734 0 11,246 2,249 8,997 30002937 11 25,475 25,475 0 GREAT DANE-GPS-002300048 SERIAL#: 1GROM962XCH714555 GOMACO-4000-105 SERIAL#: 905SOM39 30015463 1 11,388 5,922 5,466 30003086 11 239,952 239,952 0 GREAT DANE-GPS-0023-00048 SERIAL#: IGRDM9628CH714554 GDMACO-9500 PLACER SERIAL 4: 905500134 30014922 2 11,675 6,071 5,604 30002941 6 87,756 87,756 0 GREAT DANE-OPWSM-246102 SERIAL#: 1GRDM96227H707055 GOMACO-C450-X SERIAL 900800-295 30001897 15 1,900 1,900 0 30003088 10 596,044 596,044 0 GREAT DANE-REEFER VAN SERIAL IGRAAW26LOO50603 GOMACO-GP2800-2 SERIAL : 90520 132 30012024 5 28,600 27,141 1,659 30003078 7 165,0DO 185,ODO 0 GREAT OANE-TRAILER 05 SERIAL#: 1GRDM96246M702431 COMACO-OP4000 SERIAL#, 905100-017 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE . Page 36 of 120 .... 052 ...................... 511512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ...... .. . ...... ..........- Mach&Equip Recon Acct iiiiiach&Equip Recon Acct ASSET# AGENIRS COST ACCUMIDEPIR BOOKVALUE ASSET# AGE/YRS COST ACCUMDEPR BOOKVALUE ............................... 30011183 4 25,000 20,680 4,320 30010267 5 42,280 39,645 2,435 GREEN LINEI NG51)1714420 SERIAL 9: 090082 HAWTHORNE CAT SERIAL ELB00317 30004016 9 21,812 21,812 0 30009940 5 30,821 29.046 1,76 GRIFFIN400HPND SERIALN: 46-01.000006 HEATING SYSTEM SERIAL 0400MYH12 30015363 1 35,895 18,665 17,230 30009939 5 30,821 29.046 1,T76 GROUND CONTROL-T-1 00 SERIAL A: 119111-0817F5453064 HEATING SYSTEM SERIALM 0399MXH12 30012743 2 18,155 12,926 6,229 30009938 5 30,821 29.046 1,775 GROUND FORCE-GFM 20K H2O SERIAL 713902 HEATING SYSTEM SERIAL 4: 0398MX"12 3DO16805 0 4,635 927 3,708 30009936 5 32,326 30,464 1,1362 GROUND HEATERS-BWO SERIAL 1G9UP1529ZS201108 HEATING SYSTEM SERIAL M 0386MXH12 30010815 4 155,000 146,072 8,928 30010092 5 28,466 26,826 1,640 GROVE-RT530E SERIAL# U951 7 HEATING SYSTEM SERIALM 0502MM12 30014483 2 135.576 70,500 65,077 30009933 5 32,326 30,464 1,862 GRI SERIAL# U6716 HEATING SYSTEM SERIAL#; 0383MXH12 30000677 6 250,000 250,000 0 30009936 5 32.326 30,464 1,862 GROVE-RT760E SERIALM 227619 HEATING SYSTEM SERIAL 9 0385MXH12 30000749 6 434,575 434,575 0 30009934 5 32,326 30,464 1,862 GROVE-RT700E SERIAL 9: 229511 HEATING SYSTEM SERIALA 0384MXH12 30000706 9 420,586 420,586 0 30009937 5 30,821 29,046 1.775 GROVE-RT760E SERIALM 2.28711 HEATING SYSTEM SERIAL#: 0397MXH12 30000676 9 415,173 415,173 0 30000811 35 11,700 11,700 0 GROVE-RT760E SERIAL 4 U7802 HENDRIX-MKS SERIAL 49463 30013438 4 523,391 493,244 30,147 30016705 0 3,500 700 2,800 GROVE-RT765E-2 SERIAL#. 233409 HEWESCRAFF.19'&UMINUM 150HP SERIAL HEW32840EI9B9 30013537 3 479,295 341,258 138,037 30014607 2 20,000 10,400 9,600 GROVE-RT765E-2 SERIAL 4 23MIM HIGHLAND-10K SERIAL# 17-16-000023 30014432 2 209,353 106,864 100,490 30014877 2 480,000 249.600 230,400 GROVE-RT675E SERIAL# U5876 HITACHII SERIAL#: FF018FO003132 30000802 5 621,994 621,994 0 30011348 4 150,335 124,357 25,978 GROVE-RT880E SERIALM 231921 HITACHI-EX750LC-5 HYDRAULIC EXCAVATOR SERIAL* 17CP005418 30000797 5 602,408 602,408 0 30015220 1 275.DDO 143,000 132,0130 GROVE-RT880E SERIALM 231987 HITACHII SERIAL#. HCWAA70ED0030286 30012497 8 477,845 477,845 0 30016599 0 56,383 11,277 45,106 GROVE-RTWOE SERIAL# 226202 HMGSP-100 SERIALM 09U329 30014867 2 414,788 215,690 199,098 30014599 2 35,D00 18,200 11 GROVE-RT690E SERIAL#: 233564 HMC-SP-100 SERIAL P OBU304 30014753 2 410,636 213,531 197,105 30014629 2 7,175 3,731 3,444 GROVE-RTS90E SERIALM 233133 HOBBS.HL20CRT SERIALM 62186102141060004 30OM27 6 24.703 24,703 0 30000930 9 35,000 35,000 0 GSSLSIR 3000 SERIALM 2600 1 HOOVER-10.000 GAL SERIALM 927412 30004403 16 7,950 7,950 0 30015618 1 41500 2,340 2,160 H&H-750 kVA SERIAL#: 90J662018 HOOVER-10,000 Cal SERIALM M900474 30005408 13 107,580 1 07,5BO 0 30000872 16 16,200 16,200 0 HAJN AUGER SERIAL# 4001214 HOOVER-1 0001)GAL SERIAL#: M1316 30014791 1 80,057 41.630 38,427 30000871 17 16,200 16,200 0 HARLO-HP860 SERIAL* 101822 HOOVER-10000 CAL SERIALM M1317 30004988 13 464,839 454,839 0 30000873 16 16,200 16,200 0 HARSCO TRACK TFCHNOLOGIEGLMARK IV SERIAL 4 7102333 HOOVER-1 0000 GAL SERIALM M1319 30016581 0 166,260 33,050 132,200 30000878 17 7,200 7,200 0 HARSCO-2400 SERIAL# 153750 HOOVER-2,000 GAL TANK SERIALM 2242M 30010486 4 893,106 841.738 51,448 30000874 17 12,000 12,000 0 HARSCO-MARK IV SERIAL N 7113622 HOOVER-400 GAL SERIAL#: M1320 30001977 10 51,270 51,270 0 30011249 4 116,295 96,199 20,096 HAWAJI MODULAR SPACE-12k56' SERIAL# OS12WHM0015039 HUDSON-BALLASTER 24 YD SERIAL# 120362124 30010266 5 42,280 39.845 2,435 30011251 4 117,295 97.026 20,269 HAWTHORNE CAT SERIAL 4 ELB00318 HUDSON-BALLASTER 24 YD SERIAL* 120392124 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED As cowmew-nAL mi-Ess sipmmcALLY STATED OTHERWISE. .... Page 37 of 120 062 6/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ...........-- f ....... Mach 8 Equlp RonAcct ec _ Mach S Equip Recon Acct ASSET# AGEnRS COST ACCUM DEPR BOOKVALUE ASSET# AGFJYRS COST ACCUM DEPR BOOKVALUE _.,,.., --------_,_.............. ____. - ____ __.__ _....... ......... ,,. ...- 30011252 4 117,295 97,026 20,269 30004186 13 30,300 30,300 0 HUDSON-BALLASTER 24 YD SERIAL#: 120382124 HYSTER-HBO%M SERIAL#. K005V38777 30011250 4 116,295 96,199 20,096 30OD4187 13 30,300 30,300 0 HUDSON-EALLASTER 24 YD SERIAL#: 120372124 HYSTER-1-180RM SERIAL#'. K005V03923Z 30012361 3 123,540 87,960 35,580 30012947 2 37,926 27.003 10,923 HUDSON-BALLASTER 24 YD SERIAL#: 140422124 HYSTER-H90FT SERIAL#'. 8005V03574M 30004618 6 34,000 34,000 0 30014853 1 49.374 25,674 23,700 HYD-MECH-V-18 SERIAL#: 14069 HYSTER-J60XN SERIAL# A276B04320L 30OD4437 11 136,640 138.640 0 30015066 1 51,750 26,910 24,840 HYDRA PLATFORM-HP-3V60 SERIAL# 1119US33325N196237 HYSTER-J60%N SERIAL.A A276B03632x 30016557 0 16,320 3,264 13,056 30014998 1 276,811 143,942 132,869 HYDRA PLA7FOR54HP-32180 SERIAL#'. 11-19US33345N196236 HY-WAY-CTT-30 SERIAL#'. 30CTT-1779-15 30010090 5 83,262 78,466 4,796 30004397 16 30,000 30,000 0 HYDRAULIC BREAKER SERIAL 4, 013 1371 ICC-MDR4063LWP SERIAL#'. JKIAFCC11YB510893 30004507 6 82,144 82,144 0 30011640 4 17,000 14,062 2,938 HYDRO ENGINEERING-20k32'HYDROPAD SERIAL#: 2AK627 ICE-122 SERIAL#, C562641256032 30009727 4 66,590 55,084 11,507 30OD4053 19 48,000 48,000 0 HYSTER H155FT FORTIS CUSHION TIRE SERIAL#: E024VO2555K ICE-216E SERIAL#'. 162712 FORKLIFT 30004034 24 20.300 20,300 0 30000221 45 10,625 10,626 0 ICE-W LEADS SERIAL#'. 47-50-000013 HYSTER-D SERIAL#: 53C17758 30004052 19 16,192 16.192 0 3001OB90 4 64,480 53,338 11,142 ICE-26N100' SERIAL#', 47-50-000017 HYSTER-H155FT SERIAL : KOOSVOI743L 30004085 8 10,000 10,000 0 30010891 4 64.480 53,338 11,142 ICE-42S SERIAL#'. 1643816 HYSTER-H155FT SERIAL#: K006VO1746L 30004082 11 255,112 255,112 0 30016324 0 56,661 11,332 45,329 ICEa -50 SERIAL#. V86MO HYSTER-H155FT SERIAL#: L006VO1742P 30004110 6 17,982 17,982 0 30011016 4 119,678 112,784 6.893 ICE-826 SERIAL#: 47-50-000026 HYSTER-H21OH02 FORKLIFT SERIAL#. J007EO1826K 30004108 6 17,554 17.564 0 30004268 8 101,613 101,513 0 ICEdx26 SERIAL#: 47-50-000025 HYSTER-H280HO SERIAL#: H007E0205BF 30004106 6 17,554 17,554 0 30004268 9 138,501 138,501 0 ICEL8 6 SERIAL#: 47-50-000024 HYSTER-1-1360D SERIAL#: G019EO1765E 30004112 6 17,982 17,982 0 30004301 6 134,284 134,284 0 ICE4126 SERIAL#: 47-50-000027 HYSTER-H36OHD SERIAL#'. G019EO1917F 30003048 10 82,089 32,089 0 30004245 9 134,687 134,687 0 IDEAL-FAST-WAY SERIAL#: 8-06064471-4 HYSTER-HI SERIAL#: G019EO1649E 30014375 2 25,446 13,232 12,214 30011771 3 129,250 106,916 22.334 IMER-SILENT 300 SERIAL : E0094460M HYSTER-H36OHD SERIAL#: G019EO1993F 30000504 20 13,766 13,766 0 30012521 3 9B,500 70,132 28,368 IM7-5016 SERIAL# 5016971131 HYSTER-H360HD SERIAL : F019E02116D 30004934 17 30,160 30,180 0 30014389 1 186,682 97,075 89,606 MT-Dominatorl SERIAL M 55-01-000011 HYSTER-H360H02 SERIAL J019E02142M 30004953 9 48,851 48,851 0 30013266 5 153,869 145,006 8,863 IVT-DOMINATORI SERIAL DOWU071172 HYSTER-H36OH02 SERIAL#7 H019E01675J 30004964 9 46,851 48,851 0 30004228 10 23,996 23,998 0 IMT-DOMINATORI SERIAL#: DOMIS2071180 HYSTER-H50FT SERIAL#: L177BU174D 30004931 19 28,857 28,857 0 30012841 2 19,030 13,550 5,481 IIMT-Dominatorl SERIAL 55.01-000009 HYSTER-1-50FT SERIAL#: L177V090MJ 30011761 3 4,000 3,309 691 30012858 2 19,030 13,550 5,481 INGERSOLL RAND-Air Sour SERIAL#: 391689UIRB01 HYSTER-HSOFT SERIAL#'. L177VNONJ 30001171 10 10,900 10,900 0 30012506 2 28,799 20,505 8,294 INGERSOLL R D-AIR SOURCE SERIAL : 364672UDRS02 HYSTER-1160FT SERIAL#. N17TV02222M 30011762 3 4,000 3,309 691 3DO12709 2 38,772 27,606 11.166 INGERSOLL RAND-AIR SOURCE SERIAL#: 391136UHRB01 HYSTER-HBOFT SERIAL#. ROOSVOU26L 30001158 11 11,463 11,463 0 INGERSOLL RAND-AIR SOURCE 160 SERIAL#: 366841 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE-- ,. Page 38 of 120 -- 052 -_- .... ...... ......... 5/1 512 01 7 L EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Recon Acd ...__� ..... .... Mach&Equip Recon Acct..... .... ...� ASSET# AGEfYRS COST ACCUM DEPR BOOKVALUE ASSET# AGEnR5 COST ACCUM DEER BOOK VALUE 30001159 11 11,463 11,463 0 30001139 12 9,3D6 9,306 0 INGERSOLL RAND-AIR SOURCE PLUS 185 SERIAL#: 366642 INGERSOLL RAND P185WJD SERIAL#: 348847UH0231 30001157 11 10,890 10,890 0 30001137 12 9,306 9,306 0 INGERSOLL RAN0.AIRSOURCE PLUS 185 SERIAL#, 359029 INGERSOLL RAND-PIBSWJD SERIAL#: 34738BUFO231 30001191 5 7,040 7,040 0 30001120 14 12,663 12,663 0 INGERSOLL RAN0.AIRSOURCE PLUS 185 SERAL 0: 400203ULSO02 INGERSOLL RAND-P165WJD SERIAL 4. 334206UAN221 30001196 5 7,040 7,040 0 30001086 17 12,272 12,272 0 INGERSOLL RAND-AIRSOURCE PLUS 185 SERIAL#: 409263UGT068 INGERSOLL RAND-PI8.SWJO SERIAL 0: 303991UHJUl 30001196 5 7,040 7,040 0 30001114 9 3,500 3,500 0 INGERSOLL RAND-AIRSOURCE PLUS 185 SERIAL#; 40H79UFTD06 INGERSOLL RAN0.P1 85WJD SERIAL#: 3243WUIL221 30001083 17 19,000 19,000 0 30001104 13 5,500 5,500 0 INGERSOLL RAND-HPEWSSR SERIAL#' CA10BOUN298 INGERSOLL RAN0.P1 85WJD SERIAL#: 321996UEMI 30001551 10 8,683 8,683 0 30001099 16 10,700 10,700 0 INGERSOLL RAN0.L64MH SERIAL#: 3058SIUDRC45 INGERSOLL RAN0.P185WJC SERIAL#: 31670NJK221 30001610 8 6,944 8,944 0 30001097 16 11,030 11,030 0 INGERSOLL RAN0.1-64MH SERIAL#: 404B12UISD48 INGERSOLL RAND-P185WJO SERIAL#: 3185UUJU21 30001550 10 8,683 8,603 0 30001D96 16 11,030 11,030 0 INGERSOLL RANDL64MH SERIAL#: 385880UDRC45 INGERSOLL RAND-P185WJD SERIAL#. 316536UJK221 30001598 8 8,200 9,200 0 30001093 14 11,050 11,050 0 INGERSOLL RAND-LIGHT SOURCE SERIAL 4: 396206ULRC13 INGERSOLL RAND-PI B5WJD SERIAL#, 3143D4UGK221 30001505 13 7,850 7,850 0 30001200 7 13,637 13,837 0 INGERSOLL RAN0.LIGHTSOURCE SERIAL#: U2054 INGERSOLL RAN0.P185WJD SERIAL 4. 409086UGTOOB 30001534 11 4,907 4,907 0 30001144 12 10,700 10,700 0 INGERSOLL RAN0.LIGHTSOURCE SERIAL 0: 364015UCP789 INGERSOLL RAND-PI65WJD SERIAL#: 347075UF0231 30010794 4 25,170 23,721 1,450 30001149 11 11,700 11,700 0 INGERSOLL RAND-LM100A SERIAL#: 860132 INGERSOLL RAND-P1 B5WJD SERIAL#: 350B45UK0231 30001077 16 10,603 10,683 0 30001134 13 10,700 10,700 0 INGERSOLL RAND-PI 05WJD SERIAL#: 298672UCJ221 INGERSOLL RAND-Pi 85WJD SERIALM M3076UB0221 3D001085 17 12.272 12,272 0 30001194 7 12,830 12,830 0 INGERSOLL RAND-P185WJD SERIAL#. 303990UHJ221 INGERSOLL RAND-PIB5WJOR SERIAL#: 409506UHM11 30001076 18 11,200 11,200 0 30001193 7 12,830 12,830 0 INGERSOLL RAN0.PI85WJD SERIAL#: 296641 INGERSOLL RAND-PI86WJDR SERIAL#: 409589UHTD11 30001169 10 14,830 14,830 0 30010809 4 11,555 10,889 666 INGERSOLL RAND-PI55WJD SERIAL#: 4FVCABAA571j3805B4 INGERSOLL RAN6P425WCU 425CFM SERIAL#: 384721UDR013 30001146 10 5,800 6,800 0 30012142 3 10,202 8,439 1,763 INGERSOLL RAN"185WJD SERIAL#; 344109UCO231 INGERSOLL RAN0.P425WCU 425CFM SERIAL#: 384732UDRB13 30001170 10 14,630 14,830 0 30014594 2 7,429 3,863 3,566 INGERSOLL RAND-P185WJD SERIAL#: 379567 INGERSOLL RAN0.P425WCU 425CFM SERIAL#: 384729UDRB13 30001148 11 11,700 11,700 0 30012779 2 9,897 7,047 2,850 INGERSOLL RAND-PI85WJD SERIAL 4: 351287UK0231 INGERSOLL RAND-P425WCU 425CFM SERIAL#: 384728UDR313 30001199 7 13,837 13,837 0 30012D40 3 11,500 9,513 1,987 INGERSOLL RAND-PI B5WJD SERIAL#: 409085UGTDOO INGERSOLL RANGP425WCU 425CFM SERIAL#: 384733UDM13 30001064 25 7,991 7,991 0 30001219 6 22,529 22,529 0 INGERSOLL RAND-P185WJD SERIAL#: 181592 INGERSOLL RAND�SSREP75 SERIAL#: CK9271 30001224 5 15,352 15,352 0 30012994 2 11,000 7,832 3,168 INGERSOLL RAN0.P185WJD SERIAL#: 422625UBVD75 INGERSOLL RAN0.SSREP75 SERIAL#: CK9104UIOD69 30001116 15 10,756 10,756 0 30012995 2 11,000 7,832 3,168 INGERSOLL RAN0.P185WJD SERIAL 4: 324346UIL221 INGERSOLL RAND-SSREP75 SERIAL# CK9080UIW69 3G001143 12 10,104 10,104 0 30011133 4 2,517 2,082 435 INGERSOLL RANCP185WJD SERIAL#: 349143UI0231 INGERSOLL RAND-UP6-30.125 SERIAL#: PX89841JI 30001142 12 10,104 10,104 0 30011134 4 2,517 2,082 435 INGERSOLL RAN0.P185WJD SERIAL#: 349142UI0231 INGERSOLL RAND-UP630.125 SERIAL 4! PX6902U06137 30001141 12 10,104 10,104 0 300D4219 8 52,463 52,463 0 INGERSOLL RAND0.P16SW ID SERIAL#: U9141UI0231 INGERSOLL RAND-WOONC SERIAL 191427 30001140 12 10,104 10,104 0 30001221 6 14,160 14,160 0 INGERSOLL RAND-P105WJD SERIAL#. U9140U10231 INGERSOLL RAND-XP1%WJD SERIAL III: 424638UDVO75 ............................................._."' _.___........._..._-__-_ _.- .........____- ...._................................... ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 39 of 120 052 6/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach 8 Equip Recon Acct V Mach d Equip-Recon Acd --- _. ..... ._ .. ... . - .___---- - - ASSET# AGE/YRS COST ACCUM DEPR BOOKVALUE ASSET# AGEP/RS COST ACCUM DEPR BOOKVALUE --------- --------- '-__--__ ........ ......... .......... . , 30001220 6 14,160 14,160 0 30002557 8 20,112 20,112 0 INGERSOLL RAND-XP185WJD SERIAL#: 424635UDVD75 INTERNATIONAL43WSBA SERIAL#: 1HTMMAA 461-185857 30014595 2 7,429 3,863 3,566 30002594 11 162,139 162,139 0 INGERSOLL RAND-XP375WCU SERIAL 3854711JORB12 INTERNATIONAL-4400 SERIAL : iHTIJI ZN1611250330 3GO11894 3 13,151 10,879 2,273 30002499 14 150,216 150,216 0 INGERSOLL RAND-XP375WIR SERIAL 4: 39854BUBSC48 INTERKATIONAL44DO ELLIOTT SERIAL#: 1HTMKAAN63H559931 30016537 0 303.405 60,681 242,724 30010633 4 76,423 72,021 4,402 INLAND BW-PUSHBOAT,CAPT RED SERIAL IBW391 INTERNATIONAL4400SBA SERIAL IRTMKAANIDH466882 30012054 3 218,129 180,436 37,693 30003464 19 33,925 33,925 0 INTERNATIONAL-7500 SBA 6X4 SERIAL#. IHTWNAZTXDJ432060 INTERNATIONAL4700 SERIAL iHTSCA3M6WH565615 30013106 7 180,9DO 180,900 0 30003436 19 50,598 50,596 0 INTERNATIONAL-1870F SERIAL#'. 1HTWNAZT3AJ242228 INTERNATIONAL4700 SERIAL IHTSCAAN2WH530953 30013130 6 213,175 213,175 0 30002340 17 209,457 209,457 0 INTERNATIONAL-1870F SERIAL#'. 11-TWNAZT3CJ453996 INTERNATIONAL47004M SERIAL 4: iHTSCAAN,t"227364 30013114 7 197,162 197,162 0 30002267 18 106,720 106,720 0 INTERNATIONAL-187OF SERIAL#', 1HTW14 Z11AJ278805 INTERNATIONAL4700 ELLIOTT SERIAL#: 14TSCA3N1WH567958 30013167 6 214,400 214,400 0 30002544 13 67,486 67,486 0 INTERNATIONAL-16701' SERIAL#'. 1 HTWNAZTXCJ58901 I INTERNATIONAL4900(4x2) SERIAL IHTSDAANXWH509924 30002377 17 85,000 85,000 0 30012159 3 6,891 7,355 1,536 INTERNATIONAL-2554 USTC SERIAL#: 1HTGCADT2XH580797 INTERNATIONAL4900 LIFTALL SERIAL#: 1HTSHAAR2TH240129 30002495 14 210,768 210,768 0 30012160 3 19,830 16,403 3,427 INTERNATIONAL-2674 NATIONAL SERIAL#'. 1HTGLAXT22H551BO6 INTERNATIONAL4900 LIFTALL SERIAL 4: 1HTSHADRIMU8137 30002675 10 133,890 133,890 0 30002437 15 100,900 100,9D0 0 INTERNATIONM4200 SERIAL 11-TMPAFN371-402888 INTERNATIONAL56001 SERIAL#: 1HTXHAHT21JOlWO 30012323 2 33.500 17,420 16,080 30002436 15 100,900 100,900 0 INTERNATIONAL4200SYA SERIAL#: 1HTMPAFP8611"S452 INTERNATIONAL-56MI SERIAL#: 1 HTXHAHT31 J005588 3DO02888 6 188,014 188,014 0 30002777 8 180,890 180,890 0 INTERNATIONAL4300 SERIAL 4: 11-ITMMAAN65H317892 INTERNATIONAL430 SBA 4X SERIAL#: 1HTZZAAL5WIA6712 30002668 11 57.634 57,634 0 30002634 10 189,554 189,554 D INTERNATIONAL4300 SERIAL : 1HTMMAAN06H253127 INTERNATIONAL-7300 SFA 4.4 SERIAL#. 1HTWBAAN35J140066 30002979 5 102,814 102,814 0 30002633 10 189,554 189,554 0 INTERNATIONAL4300 SERIAL IH7MMAAM46H154608 INTERNATIONAL-7300 SEA 4x4 SERIAL#: IHTWBAAN95JI40069 30014967 2 82,172 42,729 39,443 30002798 8 187,891 187,891 0 INTERNATIONAL4300(White) SERIAL#: 1HTMMMML2FH717708 INTERNATIONAL-74005BA 4x SERIAL#: 1HTWCAAL79J155!tW 30014966 2 83,188 43,258 39,930 30002839 7 190,696 190,696 0 INTERNATIONA-4300(Whlle) SERIAL 1HTMMMML9G1-013247 INTERNATIONAL-7400 SBA 4x2 SERIAL#: 1HTWCAZN49J170183 30014964 2 86,080 44,762 41,31B 30012036 3 50,282 41,593 8,689 INTERNATIONAL4300(While) SERIAL 1HTMMMML6FH574925 INTERNATIONAL-7400 SBA 4x2 SERIAL#'. 1HITWCA2L99J17D744 30002446 15 156,400 156,400 0 30002902 6 68,955 68,955 0 INTERNATIONAL4300 CHALLENGER SERIAL M 1HTMMAANX2H524074 INTERNATIONAL-7400 SBA4x2(SA625) SERIAL#'. 1HTWCAZNOBJ322037 30011621 3 246,605 177,007 71,596 30002688 7 40,000 40,000 0 INTERNATIONAL430058A 4X2 SERIAL 1HTMMAAN7EH013488 INTERNATIONAL-7400 SBA4X (SA625) SERIAL#, 1HTNCAZN57J406854 30011620 3 249,953 177,966 71,986 30002748 9 184,434 184,434 0 INTERNATIONAL4300 SBA 4X2 SERIAL#: IHTMMAANSEHO13487 INTERNATIONAL-7400 SBA 4x2(SA625) SERIAL#: 1HTWCAZN37J406653 30002636 10 174,772 174,772 0 30011918 3 167,535 138,585 28,950 INTERNATIONAL4300 SBA 4# SERIAL#: 1 HTMMAAM97H366535 INTERNATIONAL-7400 SBA 4x2(SA625) SERIAL#: 1HTWCA1!N9BJ322836 30002548 13 51,226 51,226 0 30002651 12 137,346 137,346 0 INTERNATIONAL4300 SBA LP 4.2 SERIAL 4: 1HTMNAAMXSH107837 INTERNATIONAL-7400 SBA 6x4 SERIAL#'. 1HTWNAZT65J056656 30002870 7 154,222 154.222 0 30015245 2 432,627 224,966 207,661 INTERNATIONAL4300 TEREX SERIAL#: 1HTMMAAN7AH191469 INTERNATIONAL-7400 SHA BX4 SERIAL0 3HAWGAAT2FL586177 30013422 4 188,002 155,515 32,487 30012063 3 426,047 352,426 73,621 INTERNATIONAL4300 TEREX SERIAL#. 3HAITSKN3DL232936 INTERNATIONAL-7400 SBA 6X4 SERIAL#: 1HTWGAATOEJ762611 30012932 2 166.264 118,380 47,884 30012836 2 426,047 303.346 122,702 INTERRATIONAL4300M74X2 SERIAL#: 1HTJ7SKN8FH819345 INTERNATIONAL-74M SBA 6X4 SERIAL#: 1HTWGAAT0EH02426S 30002842 7 77,558 77,556 0 30012350 3 426,406 303.601 122,805 INTERNATIONAL430OM7 SBA 02 SERIAL#'. 1HTJTSKN9AH2T2245 INTERNATIONAL-7400 SBA eX4 SERIAL 1 HTWGAAT4EJ762613 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 40 of 120 052 ........ ........ ........ ....._5/1 512 0 1 7 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ....... .............. Mach&Equip Recon Acct ------- Mach&Equip Recon Acct ASSET III AGE/YRS COST ACCUMDEPR BOOK VALUE ASSET# AGFfYR8 COST ACCUMDEPIR BOOK VALUE .........................................- -----------......... -------------------------------- 30015246 1 429,627 223,406 206,221 30002977 5 70,133 70,133 0 INTERNATIONAL 7400SBA6X4 SERIAL#. 3HAWGAAT4FL586178 INTERNATIONAL-TERRASTAR SERIAL#; 1HTJSSKK7CJ583242 30012197 3 426,047 352.426 73,621 30002990 6 54,902 54.902 0 INTERNATIONAL-7400 SBA 5X4 SERIAL 9: 1H7WGAAT2EJ762612 INTERNATIONAL TERRASTAR SERIAL# IHTJSSMBCJ050316 30015247 1 422,224 219.556 202,667 30002989 5 54,902 54,902 0 INTERNATIONAL-7400 SBA SX4 SERIAL M 3HAWGMT6FL586179 INTERNATIONAL-TERRASTAR SERIAL 1HTJSSKK6GJ050315 30014777 2 456,534 237,396 219,136 30002986 5 54,852 54,852 0 INTERNATIONAL-7400 SBA 6X4 SERIAL M 3HAWCAAT9FL586175 INTERNATIONAL-TERRASTAR SERIALk 1HTJSSKK2CJ051333 30002629 8 104.57 104,577 0 30002885 5 54,952 54,952 0 INTERNATIONAL-7400 BSA 6.4(SF625) SERIAL#: 11T GAZRTJ405938 INTERNATIONAL-TERRASTAR SERIAL M 1HTJSSKKOCJ051332 30012775 2 242,000 172,304 69,696 30010232 4 48,412 45,623 2,789 INTERNATIONAL-7500 SERIAL#: 11I NAZTIIEH7991503 INTERNATIONAL-TERRASTAR SERIAL M 1HTJSSKK80HW1006 30002838 7 223,469 223,469 0 30004464 9 33,100 33,100 0 INTERNATIONAL-750C NATIONAL SERIAL#, 1HTWNAAT4AJ286198 R-MONTABERT-MI SERIAL M M700CW005 30002841 7 319,062 319,052 0 30004465 9 33.100 33,100 0 INTERNATIONAL-7500 PALFINGER SERIAL M IHTWNAATW244304 R-MONTABERT-MI SERIAL# 17U14 30002875 6 277,024 277,024 0 30010374 5 341,220 321,566 19,654 INTERNATIONAL-7500 PA-FINGER SERIAL M IHTWNAZTOAJ244731 ISC CRANES&ATTACHMENTS SERIAL#: 138168LUFFJIB 30002782 a 223,331 223,331 0 30010129 5 79,513 74,933 4,580 INTERNATIONAL-7500 PALIFT SERIAL#: 1HTWNAAT19JOSS685 ISUZU FLATBED TRUCK SERIAL*: JALE5W16XG7300412 30002830 7 190,515 190,515 0 30015237 1 50,500 26,260 24,240 INTERNATIONAL-7500 PALIFT SERIAL 4: 1HTWNI IVAC-PV 500 SERIAL#, 3010174 3GO11854 4 243,569 201,480 42,089 30015238 1 50,500 26,260 24,240 INTERNATIONAL-7500 SBA SERIAL#. IHTWNAZ-rSDJ337605 IVAr-PV 500 SERIAL#: 4100681 30013481 3 22,848 18,900 3,948 30010655 4 24,000 22,618 1,382 INTERNATIONAL 7500 SBA SERIAL 4: 1HT9NAZR29J093424 J&M-127 SERIAL M PJ206 30013483 3 22,1148 18,900 3.90 30016797 0 13,000 2,600 10.400 INTERNATIONAL-7500 SBA SERIAL P IHTVVNAZTX9JO93425 J&M-36X30 SERIAL 9; 3660ST1245U 30013092 B 119,459 119,459 0 30012053 3 120,197 85,580 34,617 INTERNATIONAL-7500 SBA SERIAL M. 11T 14AZT79J168523 JCB-550 SERII 2173234 30013093 8 119,459 119,459 0 30011495 3 120,197 99,427 20,770 INTERNATIONAL-7500 SBA SERIAL#: 1 HTWNAZT99JI 58524 JCB-550-140 SERIAL#: 217304 30002785 a 144,148 144,148 0 30011198 4 88,559 73,256 15,303 INTERNATIONAL-7500 SGA W SERIAL M 1 HTWNAZT09J1 16772 JCB-650,140 TELEHANDLER SERIAL* 1533004 30012361 3 224,605 159,919 64,686 30002316 9 602,362 602,352 0 INTERNATIONAL-7500 SBASX4 SERIAL M IHTWNAZT3EI4777136 JC14W PORTABLE CONE SERIAL#: J18462 30015035 2 249,397 129,686 119,711 30002312 6 45,432 45,432 0 INTERNATIONAL-]500 SBA 6X4 SERIAL#: 1HTWNAZ'r9FH586158 JGI-6203 38 SCREEN SERIAL M 8041263 30013129 6 213,175 213,175 0 30010066 5 58,500 55,130 3,370 INTERNATIONAL-7500 SBA 6M SERIAL#. IHTWNAZTICJ453995 XG AERIAL LIFT SERIAL M 0300110975 30013193 6 128,309 128,309 0 30010067 5 58.500 56,130 3,370 INTERNATIONAL-7500 SBA654 SERIAL M 1HTWNAATXSJ086437 AG AERIAL LIFT SERIAL M 0300111006 30012590 3 306,700 218,370 88,330 3001OD65 5 49,500 46.649 2,861 INTERNATIONAL-75OOtPALFINGER-PK33002- SERIAL#. IHTWNAZT9EHO38045 JLG AERIAL LIFT SERIAL#: 0300ID6618 EH 30015804 1 180,031 36,006 144,025 30012755 2 306,700 218,370 88,330 JLC-12005JP SERIAL#, 0300207808 INTERNATIONAL-7600/PALFINGER-PK33002- SERIAL#: 1 HTWNAZT0EH038046 30015805 1 180,031 36,006 144,025 EH 30011260 4 210,ODO 173.712 36,288 JLG-1200SJP SERIAL M 0300208429 INTERNATIONAL-7600 SBA 6X4(SF667) SERIAL M 1HTOMT6BJ421749 30016262 1 180,384 36,077 144.307 30015219 1 34,827 18,110 16,717 JLG-1250AJP SERIAL#. 030021 52W INTERNATIONAL-CF200 SERIAL#; 4DRBUSKP4EB480820 30016261 1 180,384 36,077 144,307 3DO13170 6 103.787 103,787 0 JLC-1260AJP SERIAL M 0300218293 INTERNATIONAL-PROSTAR SERIAL M 1HSDJSJRXC:J568989 30016263 1 198,226 39,645 158,581 30002988 5 54,902 54,902 0 4G13508JP SERIAL#: 0300217694 INTERNATIONAL-TEERASTAR SERIAL#: IHTJSSKK4CJ050314 30016278 1 198,201 39,640 158,561 JLG-IMOSJP SERIAL#: 0300217695 ALL INFORMATION ON THIS REO-ou SHOULD-6i�TREATED-As-CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE ---------------- ------------ I------- Page 41 of 120 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ------ -------"�W iiquIpReconAcct Mach&Equip Recon Aect ---- ------------------------------ ASSET# AGENIRS COST ACCUIVIDEPR BOOKVALUE ASSET# AGEr(RS COST ACCUMDEPIR BOOKVALUE ------------------------ 30016277 1 196.201 39,640 158,561 30003742 7 69.454 69,484 0 JLG-135OWP SERIAL# 0300217693 JLG-460 SJ SERIAL# 0300135971 30016276 1 198,201 39,640 158,561 30003743 7 69,484 69,4134 0 JLG-1350SJP SERIAL# 0300217692 JLG460 SJ SERIAL# 0300135044 30016275 1 1915,201 39,640 158,561 30003704 8 66,184 66.184 0 JLG-13MSJP SERIAL# 0300217690 JLG460 SJ SERIAL#. 0300132A63 30016274 1 198,201 39,640 168,561 30003745 7 69.484 69,484 0 JLG-1350SJP SERIAL 4: 0300213764 JLG 460 SJ SERIAL# 0300135970 30016264 1 198,226 39,645 158,581 30003746 7 69,484 69,4154 0 JL&1350SJP SERIAL#: 0300217768 JLG460 SJ SERIAL# 0300136597 30015807 1 204,465 40,693 163,572 30003744 7 69,484 69,484 0 AG-1350SJP SERIAL#: 0300210732 JLG460 SJ SERIAL# 0300I35945 30013032 2 235,847 122,640 113,206 30014698 2 95,357 49,586 45,771 JLG-13508JP SERIAL# 0300196708 JLG-60ON SERIAL#: 0300204057 30015808 1 204,465 40,893 163,572 30014697 2 95.357 49,586 45,771 JLG-0350SJP SERIAL 0300210984 JLG-BOOM SERIAL# 0300199410 30015806 1 204,465 40,893 163,572 30014699 2 95,357 49,586 45,771 JLG-1350SJP SERIAL 0300210737 JLG-600AJ SERIAL k 0300204501 30016273 1 198,201 39,640 168,661 30016250 0 89,470 17,894 71,576 JLG-135OWP SERIAL 9: 03002137" JLG WAJ SERIAL# 0300219907 30014712 1 213,339 110,936 102,403 30016251 0 89,470 17,894 71,576 JLG-13%SJP SERIAL N' 0300204858 JLG-600AJ SERIAL# 0300219908 30014676 2 206,094 107,169 98,925 30014696 2 95.327 49,570 45,757 JLG-1350SJP SERIAL#: 0300202524 JLG600A1 SERIAL# 0300204529 30014677 2 206,094 107,169 98,925 30014694 2 95,327 49,570 45,757 JLG-13KSJP SERIAL 0300202444 JLG1300A1 SERIAL# 0300199413 30015188 1 225,035 117,018 108,017 30014693 2 95,357 49,586 45,771 JLG-1 350SJP SERIAL 0300207779 JLG-600AJ SERIAL# 0300204144 30014713 1 213,339 110,936 102,403 30014692 2 95,357 49,586 45,771 JLG-1350SJP SERIAL# 0300204560 JLG-600AJ SERIAL# 0300204144 30015192 1 2.25.035 117,018 108,017 30014691 2 95,357 49,586 45,771 AG 1350SJP SERIAL# 0300207776 JLG600A1 SERIAL 0300199370 30014718 1 299,879 155,937 143,942 30014700 2 95,357 49,586 45,771 JLG-16005J SERIAL#: 0300196677 JLG-600A1 SERIAL 0300207532 30015812 1 290,405 58,081 232,324 30014701 2 95,367 49,586 45,771 JLG-1500SJ SERIAL#: 03002073N JL&600M SERIAL 0300208993 30015811 1 290,405 58,081 232,324 30016249 0 69,470 17,894 71,576 JL&1600SJ SERIAL# 0300207809 JLr-600AJ SERIAL#: 0300219909 30015810 1 290,405 58,081 232,324 30014350 2 92,642 48,174 44,468 JLG 1500SJ SERIAL# 0300207825 JLG-600S SERIAL#: 0300202790 30015809 1 290,405 58,081 232,324 30014348 2 92,642 48,174 44,468 JLG-1500SJ SERIAL#' 0300207733 JLG-600S SERIAL#. 0300202793 30003669 10 15,945 15,945 0 30014347 2 92,642 49,174 44,468 JLG-3246ES SERIAL ff 0200164830 JLG-600S SERIAL 4: 0300202789 30016977 1 35,439 7,088 28,351 30014349 2 92,642 48,174 44,468 JLG-340A1 SERIAL N 03OD208159 JLG-6DOS SERIAL#: 0300202791 30003674 5 25,000 25,000 0 30014346 2 92,642 46,174 44,468 JLG450N SERIAL# 0300113556 JLG-600S SERIAL#: 0300202792 30016246 1 83,861 12,772 51,089 30014351 2 97,290 50,591 46,699 JLG45W SERIAL k 0300214492 JLC-660SJ SERIAL M 0300202785 30016246 1 63,861 12,772 51,089 30014352 2 97,290 50,591 46,699 JLG450AJ SERIAL# 0300214493 JLG660SJ SERIAL 4: 0300202787 30016248 1 63,861 12,772 51,089 30014353 2 97,290 50,591 46,699 JLG460M SERIAL# 0300214496 JLG-560SJ SERIAL M 0300202786 30016247 1 63,861 12,772 51,089 30016252 0 93,621 18,724 74,897 JLG460AJ SERIAL#: 0300214494 JLG-060SJ SERIAL# 030=0062 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED As CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHitmim Page 42 of 120 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Re.c.on Ac ctMach.... A E q u I p Re...c..a..n Acct ..... . ......... .. . ..... ... . ... . . ................................. ASSET# AGEYRS COST ACCLI BOOK VALUE ASSET# AGI COST ACCUIVIDEPIR BOOK VALUE 30014355 2 97,290 50,591 46,699 30 6270 1 123,645 24,729 98,916 JLG-660SJ SERIAL#: 03002027H JLC-ODOAJ SERIAL 0300214790 30014354 2 97,290 50,591 46,699 30014356 2 125,753 65,392 60,361 JLG-660SJ SERIAL M 0300202784 JLG NS SERIAL X 0300202782 30016254 0 93,621 18,724 74,897 30014357 2 125,753 65,392 60,361 JLG-660SJ SERIAL#, 0300=063 JLG800S SERIAL k 0300202783 30016253 0 93,621 18,724 74,897 30014358 2 125,753 65,392 60,361 JLG-660SJ SERIAL M 0300220064 JLGBOOS SERII 0300202495 30013030 2 149,672 77,829 71,842 30003707 8 122,791 122,791 0 JLGBOOM SERIAL 9; 0300193155 JLG-860SJ SERIAL* 0300133531 30013029 2 148,980 77,469 71,510 30016260 1 120,463 24,091 96,362 Jl- B OAJI SERIAL A' 0300194211 JLG860Sl SERIAL* 03002115813 30016256 1 123,670 24,734 98,936 30016257 1 120,453 24,091 96,362 JLG- ODAJ SERIAL#: 0300216688 JLG-860SJ SERIAL#: 0300210610 30014703 2 135,146 70,276 64,870 30013034 2 149,939 77,968 71,971 JLG-800M SERIAL# 0300205182 JLG-860SJ SERIAL# 0300198012 30014709 2 135,146 70,276 64,870 30016259 1 120,453 24,091 96,362 JLG-800AJ SERIAL#. 0300196039 JLG-860SJ SERIAL 9: 03002181112 30015190 1 136.108 70,776 65,332 30015186 1 137.912 71,714 66,198 JLG-800AJ SERIAL#: 0300196009 SERIAL# 0300209398 30014711 2 135,146 70,276 64,870 30016258 1 120,453 24,091 95,362 .11041013A.1 SERIAL M 0300196022 JLG-860SJ SERIAL M 0300218811 30016272 1 123,645 24,729 98,916 30015187 1 137,912 71,714 66,198 JLG-600AJ SERIAL# 000216691 JLG860Sl SERIALP 0300209392 30014708 2 135,146 70,276 64,870 30013033 2 149,373 77,674 71,699 JLG-800AJ SERIAL M 0300196025 JLG-860SJ SERIAL#; 0300198016 30014707 2 135.146 70,276 64,870 30013035 2 149,366 77,671 71,696 ,11-6800AJI SERIAL* 030U196027 JLG-660SJ SERIAL 0300198014 30014706 2 135,146 70,276 64,870 30016690 0 44,542 8,908 35,634 JLG-800A1 SERIAL M 03002D6529 JLGI SERIAL 0300224077 30016268 1 123,645 24,729 98,916 30016689 0 44,642 8,908 36,634 ,1113-800ALJ SERIAL 0: 030,0214768 JLG-E400AJP SERIAL M 030OU3892 30016269 1 123,645 24.729 98,916 30013486 3 34,785 28,774 6,011 ,11-G800AJ SERIAL#: 0300214791 JLG-GIO-55A SERIAL M 160030NO 30016191 1 136,108 70,776 65,332 30013482 3 34,785 28,774 6,011 JLGA00A1 SERIAL# 0300197037 JLG-G10-55A SERIAL M 160030968 30016271 1 123,645 24,729 98,916 30004222 10 122,515 122.515 0 JLG-800AJI SERIAL M 0300214801 JLC-01255A SERIAL M 0160027770 30014702 2 135,146 70,276 64,870 30011357 4 117,468 97,170 20,298 JLG-BOOM SERIAL 9: 0300198019 JL"12-55A SERII 160049607 30016267 1 123,645 24,729 98,916 30013480 3 31,868 26.188 5,471 JLG-800AJ SERIAL M 0300214701 11.13-012-55A SERIAL* 160030636 30016266 1 123,645 24,729 98,916 3G01 1416 4 134,991 111,665 23,326 JLG-800A.J SERIAL# 0300214601 JLG-G12-55A TELEHANDLER SERIAL P. 016OM2857 30014710 2 135.146 70,276 64,870 30012013 3 40,000 33,088 6,912 JLGL800AJ SERIAL 4! 0300196020 JI-G-G9,13A SERIAL M 0160024221 30016265 1 123,645 24,729 96,916 30010566 4 87,332 82,301 5,030 JLG-SCOAJ SERIAL 9 03002145137 JOHN DEERE-410J 11ACKHOE LOADER SERIAL# T0410JXTCD216613 30013031 2 149,672 77,829 71,942 30009973 5 62,976 59,349 3,627 JLG-800AJ SERIAL#: 0300194198 JOHN DEERE 210 TRACTOR SERIAL M IT0210LWHN90547 30014705 2 135,146 70,276 64,1370 30009767 5 56,387 53,139 3,248 JLG-BOOM SERI AL#, 03001 W37 JOHN DEERE 210 TRACTOR SERIAL#: IT0210LJJAM0351 300147D4 2 135,146 70,276 64,070 300109N 4 60,033 56,575 3,458 AG NAJP SERIAL M 0300208538 JOHN DEERE 210K SERIAL M IT6210KXPCO891115 30016255 1 123,670 24,734 98,936 30010388 5 210.000 197,904 12,096 JLG- CA,l SERIAL A! 030021087 JOHN DEERE LOADER SERIAL 4: DW744"6265132 - E 1L -- ...............41W6k ON THIS F&� d SE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 43 of 120 052 5115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ...... . - MMach B Equip Recon Acct ach_&. qulp RIHson Acct ...__._. I .. ... ... ._J ASSET# AGEJVRS COST ACCUM DEPR BOOK VALUE ASSET# AGEIVRS COST ACCUM DEPR BOOKVALUE 30010171 5 67,000 63,141 3,859 30013202 5 24-4.608 244,600 0 JOHN DEERE LOADER SERIAL#: DW544JP615906 JOHN DEERE-250 GLC SERIAL IFF250GXCBE608006 30016018 1 277,801 55,560 222,241 30013141 6 282.869 282,869 0 JOHN OEERE/RCE-TC135GN SERIAL#: iFF135CXVFE401041 JOHN DEERE-2500-II ADT SERIAL#: 1DW25ODTJ50634399 30015999 1 277,801 55,560 222,241 30000059 13 26,638 26,638 0 JOHN DEEREIRCE-TC1356N SERIAL#: 1FF1350XEFE401045 JOHN DEERE-27C SERIAL FF027CX221076 30000419 9 41,778 41,778 0 30005092 10 78,450 78,450 0 JOHN DEERE4010E SERIAL A: 781810E060403 JOHN DEERE-31 OSG SERIAL III: T0310SG956079 3000D418 9 39,878 39,878 0 30005124 9 67,641 67,641 0 JOHN DEERE-11HOE SERIAL#'. T81810EO60402 JOHN DEERE41OG SERIAL T0410GX956620 3000OL417 9 41,947 41S47 0 30005150 5 76,769 76,769 0 JOHN DEERE-1810E SERIAL#: T01810ED60391 JOHN DEERE41OJ SERIAL#: iTO41OJXABO194983 30000416 9 40,040 40,040 0 30005149 5 76,769 76,769 0 JOHN DEERE-1810E SERIAL 4: T816IOE060386 JOHN DEERE410J SERIALM 1TO41OJXPB019B024 30012870 2 111,01s 79,043 31,973 30009715 4 84,478 79,612 4,866 JOHN DEERE-190DW SERIAL : IFF190DWTBDO31148 JOHN DEERE410J SERIAL#: iTO410JXHCD216512 30013443 4 161,525 133,614 27,912 30011293 4 103,075 85,263 17,811 JOHN DEERE-21OG SERIAL 4: 1FF21 OGXVCE520474 JOHN DEERE41 OJ BACKHOE LOADER SERIAL# ITO410.IXVCD216B2B 30013575 3 403,398 287,219 116,179 30005133 8 87,692 87,692 0 JOHN DEERE-21 OG 136F60E4-3B SERIAL#: IFF210GXPDE521717 JOHN DEERE410J TMC SERIAL#: T0410TJ165846 30011014 4 52,804 49,762 3.041 30016616 0 45,746 9,149 36,597 JOHN DEERE-210K SERIAL#: 1TB210KXJC0891036 JOHN DEERE410K SERIAL#: T0410KX225821 30011424 4 62,770 51,923 10,847 30015075 2 32,000 16,640 15,360 JOHN DEERE-210K SERIAL A. 1T6210KXADE891272 JOHN DEERE450J LGP SERIAL# TO4501X139064 30011542 4 70.462 58,286 12,176 30015666 1 7,196 3,742 3,454 JOHN DEERE-21OK SERIAL#. 1T821OKXADE991269 JOHN DEERE48BE SERIAL#', T0488EX88333OX 30012326 3 70,157 49,952 20,205 30004969 19 103,850 183,850 0 JOHN DEERE-210K SERIAL#: 1T821OKX0DE691634 JOHN DEERE-544G SERIAL#', DW544GD551645 30015428 1 83.170 43,248 39,922 30012626 2 427,867 304,641 123,226 JOHN DEERE-210L SERIAL#: 1TB210LXCFF893024 JOHN DEERE-544K SERIAL#: 1 DW544$CAEE662018 30005103 6 20,000 20,000 0 30012359 3 425,738 303,125 122,613 JOHN DEERE-21 OLE SERIAL : T021OLE885342 JOHN DEERE-544K SERIAL#: 1DWS44KZPEE659399 30016613 0 18,349 3,670 14,679 30012299 3 404.401 287,934 116,468 JOHN DEERE-21 OLE SERIAL T021OLE886107 JOHN DEERE-544K SERIAL 4: 1DW5441CCDE653064 30016655 1 4,250 2,210 2,040 30012625 2 425.736 303,125 122,613 JOHN DEERE-21 OLE SERIAL : TWIOLE886499 JOHN DEERE-544K SERIAL#_ 1DW544K !<EE660005 30009734 4 57,019 53,734 3.284 30015165 1 429,167 223,167 206,000 JOHN DEERE-210LJ SERIAL#: 1T0210LJT130890573 JOHN DEERE-544K SERIAL#: IDW544KZCFEN7033 30005143 6 61,732 61,732 0 30016515 0 17,134 3,427 13,707 JOHN DEERE-210LJ SERIAL#. 1TC210LJTAG890328 JOHN DEERE-550H SERIAL#: T0550RX919619 30010779 4 52,648 49,615 3,032 30013214 5 39,000 39,000 0 JOHN DEERE-210LJ SERIAL#. IT0210LJHBO890570 JOHN DEERE-5130D SERIAL#: P06130X001131 30005151 5 55,202 55,202 0 30016579 0 111,311 22,262 89,049 JOHN DEERE-210LJ SERIAL 4: 1T021OUEA0890360 JOHN DEERE-6155M SERIAL#: 1LO6155MCFG845067 30014491 2 24,178 12,573 11,606 30005148 6 139,225 139,225 0 JOHN DEERE-210LJ SERIAL 1TO210LJCB0090370 JOHN DEERE-71 OJ SERIAL 4. T0710JX158830 3000D412 9 84,365 84,365 0 30012274 3 168,890 120,260 48,640 JOHN DEERE-2112E SERIAL#: T82112EO70311 JOHN DEERE-71OK SERIAL 4. 1T0710KKCCE236462 30000411 9 92,915 92,915 0 30014606 2 151,947 79,012 72,935 JOHN DEERE-2112E SERIAL III: T82112EO70324 JOHN DEERE-710K SERIAL#. IT0710KXPEE269US 30000410 9 91,120 91,120 0 3OU13120 7 90,636 90,636 0 JOHN DEERE-2112E SERIAL#: T82112EO70323 JOHN DEERE-750J SERIAL#: T0750JX140B20 30000413 9 84,365 84,365 0 30014290 1 285,071 148,237 136,834 JOHN DEERE-2112E SERIAL#', T62112EO70314 JOHN DEERE-764 HSD SERIAL 1T00764IXGFD264335 30013203 5 244,608 244,608 0 30005396 6 220.000 220,000 0 JOHN DEERE-250 GLC SERIAL#: 1FF250GXPBE608017 JOHN DEERE-772GP SERIAL 4: DW772GP626MO ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 44 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Recon Jill Mach&Equip Recon Acct ... ........................ ............ ASSET4 AGE(YRS COST ACCUMDEPR BOOKVALLIE ASSET# AGE/YRS COST ACCUMIDEPIR BOOKVALUE .. ............ 30015042 1 368,1100 191,360 176,640 30011316 4 188,089 155,587 32,502 JOHN DEERS-837OR SERIAL#: 1RW8370RPED095990 KENWORTH-T470(SBFA)BOOM TRUCK SERIAL M. 2NXBLNO=M32616B 30011672 3 83,000 68,658 14,342 CHASSIS JOHN DEERE-85D SERIAL# 1FF0IPD)G(CG016902 30002818 5 15,000 16,000 0 30012951 2 124,803 64,898 59,905 KENWORTH-Ti SERIAL# I)0(DDU9X34R060894 JOHN DEERE450 SERIAL# 1FF085DXEBG0165I9 30002820 7 265,675 265,675 0 30012950 2 166,382 86,518 79,863 KENWORTH-T800 SERIAL#; INKDL50XOA1267670 JOHN DEERE45D SERIAL# IFF085DXKCG016739 30002788 a 143,251 143,251 0 3D012322 3 204,121 145,334 58,787 KENWORTH-T800 SERIAL M I)O(DPBTX89J263614 JOHN DEERE415D SERIAL M 1FF085DXKCG016740 30002974 6 191,895 191.895 0 30012310 3 180.933 128,824 52,109 KENWORTH-TBW SERIAL 9: 1NK 1-7()X9CJ1315648 JOHN DEERE-8720 SERIAL# 1DW872GPLA0628749 30002811 a 188,977 188,977 0 30005128 9 108,681 108,681 0 KENWORTH-T600 SERIAL#; INK0L40)O(7J208788 JOHN DEERE-9520 SERIAL 9 RW5520E042505 30002984 6 354,915 354.915 0 30011162 4 391,145 323,555 67,590 KENWORTH-TOW SERIAL# INKDX7EX=313415 JOHN DEERE-9560R SCRAPER TRACTOR SERIAL#' IRW9560RME006757 30010731 4 379,211 357,368 21,843 30011161 4 391,090 323,510 67,580 KENWORTH-T800 SERIAL 0: 1NPDVEXWJ1334475 JOHN DEERE-9560R SCRAPER TRACTOR SERIAL#: 1RW95BORLDE006803 30003359 17 19,000 19,000 0 30011163 4 384,499 318.058 66.441 KENWORTH-TeW SERIAL 9: INKDLB9X8LS5570I0 JOHN DEERE-9560R SCRAPER TRACTOR SERIAL 4: 1RW9560RJDEON760 30011890 3 95,601 79,081 16,520 30001172 7 11,000 11,D00 0 KENWORTH-TSIX SERIAL#. 1NKDLUOXXBJ289067 KAESER-CSD 75T SERIAL* 1074 30012566 3 171,766 122.297 49.466 30004141 17 24,601 24.601 0 KENWORTH-T800 SERIAL#: 1NKDXOEXBAJ270087 KALMAR-C-60BXH SERIAL# 509519A 30014755 2 57,288 29,790 27,498 30004226 5 93.000 93,000 0 KENWORT[TT800 SERIAL#: 1NKDL00X6AJ268535 KALMAR-DCE150-12 SERIAL M T431050137 30012347 3 343.141 244,316 98,825 30014390 2 343,600 176,672 164,928 KENWORTH-TBW SERIAL P 1NKDL70XIER413092 KALMAR-DCF250-12LB SERIAL 4: A20600118 30013251 4 18,176 17,129 1,047 30001589 9 22,193 22,193 0 KENWORTH-T800 SERIAL#: 1)(KDP4TX98,209602 KATOIJUHT-80100-AT3 SERIAL 9: 161414 30012349 3 210,181 149,649 60,532 30012821 2 13,650 9,719 3,931 KENWORTH-T-800 SERIAL* 1 NKOL7EX3EJ416728 KAYILAN-SIrSERT-SGLORPEXP SERIAL M 41FKF4824X100556 30012491 3 209,996 149,517 60,479 30015858 1 260.132 130,069 120,063 KENWORTH-T-S00 SERIAL# 1NKDL7EX3EJ416731 KENWORTH T370 SERIAL# 2NKHHJ7X2GM102676 30012348 3 209,556 14g,204 60,352 30015859 1 250,132 130,069 120,063 KENWORTH-T-800 SERIAL M 1NKOL7EX)CEJ416726 KENWORTH T370 SERIAL* 2NKHHJ7X4GM102577 30012411 3 209,996 149,517 60,479 30010102 4 229,755 216,521 13,234 KENWORTH-T-8W SIPRIAL 4: INKDL7EXIEJ416730 K.nw.rth T370 Single Ade Labe Truck Ch..I. SERIAL# 2NKHHN8XODM357745 30012316 3 209,556 149,204 60.352 30010103 4 229,955 216,710 13,245 KENWORTTT-800 SERIAL M INKDL7EXIEJ416727 Kenmrth T370 Single Aide Lube Twok Chassla SERIAL M 2NKHHN6X2DM357746 30012410 3 203,196 144,675 58,520 30002815 6 100,000 100,000 0 KENWORTt+T-600 SERIAL#: INKDL7EX5EAI6729 KENWORTH-T300 SERIAL M 2NKHHN7X3AM262982 30002889 6 226.924 226.924 0 30002796 8 151,949 151,949 0 KENWORTH-T600 6X8 SERIAL 1NK)L40X38J288876 KENWORTH-T300 SERIAL M 2NWHN7X88M232813 30002976 5 222.568 222.568 0 30002713 9 149,340 149.340 0 KENWORTH-T80014.01)) SERIAL 1NKTCBQXXB,2A9093 KENWORTH-T300 BERM* 21NKMI-IN7 13M224470 30002682 10 192,241 192,241 a 30002816 a 167,500 187,500 0 KENWORTH-TSDOB SERIAL 1XKDDB0X67R177207 KENWORTH-T300 SERIAL# 2NKHHN7X5AM2629e3 30002359 14 30,000 30,000 0 30010768 4 182,160 171,66E 10,492 KENWORTH-T800B SERIAL# 3WKMB9X6YF854474 KENWORTH-T370 SERIAL M 2NKHHN7X80M3558T7 30002681 10 192,240 192,240 0 30011433 4 107,120 88,610 18,510 KENWORTH-T800B SERIAL# 1XKDDBOX47RI77286 KENWORTH-T370 SERIAL 9: 2NKHHNBX2BM279935 3()012D98 3 47,943 39,658 6,266 3D016627 0 31,395 6,279 25,116 KENWORTH-T800B SERIAL# 3WK1)DB9X17F197I69 KENWORTH-T370 SERIAL 9: 2NKHHN7Y4CM322514 30014526 1 141,222 73,435 67.786 KENWORTH-T680 SERIALM I)09D49XIGU104752 6 - iE- TM -- 6OTHERWISE - ; L iizoRmAT WfHisREP6kf SHOULD BE AS0NF1 i WiLESSPECIFICALLY iiil Page 45 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach 8_Equip Recon Acct , V _ Mach 8 Equip Recon Acct ASSET# AGEmiS COST ACCUM DEPR BOOKVALUE ASSET# AGE/YRS COST ACCUM DEPR BOOKVALUE -„ .. ..... ....., -....... ...... ...-._...,-._..., ....... 30014525 1 141,222 73,435 67,786 30010485 4 285,545 269,098 16,447 KENWORTH-T800 SERIAL 4: iXKZD49XXGJ104751 KNOX KERSHAW-KBR 925 SERIALM KBR925-123 30002363 17 83,215 83,215 0 30011822 8 1,150,000 1,150,000 0 KENWORTH-W900 SERIAL A; 1XKWDBOX61R0702T7 KOBELCO CK 1600-2 SERIALM GN0302277 30004971 18 166,465 168,455 0 30014449 2 1,458,142 758,234 699,908 KERSHAW-Ballast%g.I.W,46-2 SERIAL#: 4643399 KOBELCO-CK2MWI SERIAL JC04-02260 30010266 5 132,208 124,693 7,615 30013433 8 405,780 405,780 0 KIEWIT-PARSONS SERIAL#: WRGO0769 KOBELCO-CK1000-11 SERIALM GH02-01055 30012718 2 26,421 18,812 7,609 30012190 7 701,454 701,454 0 KLEIN-K-200 SERIAL#'. 41343-C KOBELCGCK1000-III SERIALM GH03.02255 30010236 4 96,704 91,134 5,570 30013553 2 770,920 548,895 222,025 KLEIN-K-600 SERIAL#'. 40789C KOBELCGCK1100G SERIAL#: GH0403335 30010237 4 96,704 91,134 5.570 30014370 2 764,120 397,342 366,778 KLEIN-K-800 SERIAL : 407NC KOSELCO-CK110OG SERIAL# GH04A3386 3GO14319 2 45,971 23,905 22,066 30013555 2 35,000 24,920 10,080 KLEIN-KFT 120 SERIAL 4: 41462-C KCBELCO-CK1100G-FIXED JIB SERIALM 30000850 6 10,000 10,000 D 30014371 2 35,000 18,200 16,800 KLEIN-KPT-105 SERIAL 29641C KOBELCGCK1100G-FIXED JIB SERIAL#: FIXGH04-03366 30GO0925 9 35.260 35,260 0 30GI3201 5 568,629 568,629 0 KLEIN-KPT120 SERIAL#: 38718 KOBELCO-CK160011 SERIAL 9: GN0302WO 30000913 12 43,540 43,540 0 30013431 8 416,483 415,483 0 KLEIN-KPT-120 SERIAL#: 376W KOBELCO-CK160MI SERIALM GN0302238 30000891 18 26,544 26,544 0 30014825 2 577,081) 300,082 276,998 KLEIN-KPT-120 SERIAL#: 17-08-OW002 KOBELCO-CK2000 SERIALM JC0301029 30000897 16 28,5G0 28,500 0 30013115 7 308,976 308,976 0 KLEIN-KPT-120 SERIAL#: 36469C KOBELCGCK2520 LUFFING JIB SERIAL#: 30000905 11 18,000 18,000 0 30011833 7 1,511,339 1,511,339 0 KLEIN-KPT-12C SERIAL#'. 365H KOSELCO-CK2500-II SERIAL# JD04-02404 30000932 9 35,085 35,085 0 30016446 1 425,D00 85,000 340,D00 KLEIN-KPT-120 SERIAL 4. 39260 KOBELC601<250(IJI SERIAL JDNO2165 30000939 8 35.085 35,085 0 30015084 1 360,000 187,200 172.800 KLEIN-KPT-120 SERIAL : 39271 KOBELCGCK2750 LUFFING JIB SERIAL#. LUFFJD0603267 30000938 9 35,085 35,085 0 30015083 1 1,854,718 964,453 690,266 KLEIN-KPT-120 SERIALM 39270 KOBELCGCK2750G SERIAL#' JDOW3257 30000936 9 35,085 35,085 0 30002065 47 21,188 21,188 0 KLEIN-KPT-120 SERIALM 39269 KOLBERG1936-2 SERIAL#: 469361369 30000915 12 38,046 38,045 0 30002197 25 5,035 5,035 0 KLEIN40'T-120 SERIAL#: 37660 KOLBERG2442� SERIALM 2463 30000933 9 37,315 37,315 0 30002313 9 194,019 194,019 0 KLEIN-KPT-120 SERIAL#: 39220 KOLBERG7000 CLASSIFYING TANK SCREEN SERIAL 7t. 405334405335 30000923 10 34,135 34,135 0 30002191 49 6,710 6,710 0 KLEIN-KPT-120 SERIAL#: 1K9TC40B36T013658 KOLMAN-101-S SERIALM 233 30000931 9 35,10M 35,085 0 30002192 49 6,710 6,710 0 KLEIN-KPT-120 SERIAL#: 39219-C KOLMAN-101-5 SERIALM 234 30000928 9 36,085 35,085 0 30013069 2 204,299 145,461 58,836 KLEIN-KPT-120 SERIAL#: 38754 KOMATSU MOD12M BOOM/STICK 106 SERIAL#: NLRS1250-451 30000927 9 35,085 35,085 0 30016875 0 293,701 58,740 234,961 KLEIN-KPT-120 SERIAL#: 38749-C KOMATSU-PC1250 MASS FRONT SERIAL#: RML317BIRML3179 3D000906 12 20,000 20,000 0 30014W 2 238,276 123,904 114,373 KLEIN-KPT-120 SERIAL 36559 KOMATSU-PCI26M ATTACHMENT SERIAL#: AITACH410284 30000934 9 37,315 37,315 0 30015000 2 299,471 155,725 143,746 KLEIN-KPT-120 SERIAL IN: 39221 KOMATSU-PCI250LC-0 SERIAL#'. 30260 3DO15282 1 22,000 11.440 10,560 30012997 2 327,550 233,215 94,334 KLEIN-KPT-120 SERIAL#: 40106 KOMATSU-PC12601-G8 EXCAVATOR SERIAL#'. 30155 30004951 11 34,199 34,199 0 30016957 1 1,315,431 263,086 1,052,344 KNAPHEIDE-6132DL-36J SERIAL#'. 110616-2005S KOMgTSU-PC2000-8 SERIAL* 20466 ALL IORMATION ON THIS REPORT SHOULD TRE i ATED AS CONFIDENTIAL UNLE NF SS SPECIFICALLY STATED OTHERWISE- . .. . -,. Page 46 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach aEquip Recon Acct quip Recon Acct ASSET4 AGE1YRS COST ACCUMDEPR BOOK VALUE ASSET# AGEIYRS COST ACCUMDEPIR BOOK VALUE .. ........ ....... 30000164 9 274,988 274.988 0 30012398 3 168,072 119,667 48,406 KOMATSU-PC30BUSLC SERIAL 4: 30118 LEFFER-VMR 2500 SERIAL#: 47 W-0ODN2 30010631 4 747,801 704,727 43,073 30014376 2 336,907 175,191 161,715 KOMATSU-PC800L"E0 SERIAL M 65041 UEFFER-VRM 250 KL SERIAL# 4001NIIS 30016447 1 407,364 81,473 325,891 30012397 3 112,048 79,778 32,270 KOMATSU-PC600LC-8EO SERIAL ft: 65077 UEFFER-VRM 2500 SERIAL 4: 461 W 30016739 0 5,000 1,000 4,000 30003845 11 73,310 73,310 0 KONECRANES-20TONW SERIAL# A410519 LEICA-GX12W RTK SERIAL M 733-245 30013210 5 13.624 13,524 0 30004451 10 219.504 219,604 0 KUBCI SERIAL 4: C60M UEICALMGS-S SERIAL# M7379A 30013211 5 13,524 13,524 0 30004462 10 219,502 219.502 0 KUBOTA-RTV900 SERIAL#. C0563 UEICA-LMGSS SERIAL# 087379B 30004428 13 5,710 5,710 0 30013435 a 29.050 29,050 0 -AD0UNTY-MSD7R SERIAL P 330147 UEICATCP1205 SERIAL* 239119 30004344 31 5,775 5,775 0 30003659 6 24,170 24,170 0 LANDA-SOHW5.3000 SERIAL#: 286152 UEICA-TCRP 1203 SERIAL M 263219 30016543 0 4,989 998 3,991 30003860 6 24,170 24,170 0 LANTEC 200 SERIAL# 51523 LEICA-TCRP 1205 SERIAL#' 265631 30016544 0 4,989 998 3,991 30011124 4 29,070 24,047 5,023 LANTEC-200 SERIAL 4 51707 LIEBHERR-20'2821 30 SX BOOM SECTION SERIAL 9: 10024503 3DO15008 1 24,016 12,488 11,528 30011125 4 44,430 36,753 7,678 LAYMOR-SWEEPMASTER-300 SERIAL#: 363M LIEBHERR-40'2821.30 SX BOOM SECTION SERIAL 4F. 100024504 3DO03803 13 60,000 60.000 0 30011234 4 4,920,135 4,D69,936 850,199 UEDWEUL53'x102'Rallmd Special SERIAL M 11-9HI LIESHERR-LR 1600/2 LATTICE BOOM CRANE SERIAL* 074651 30011927 3 125,168 103,539 21,629 30012549 3 464,005 330,372 133,634 UEDWELL-80K-HR SERIAL#. IL9RA72 131-0330BB UEBHERR-VRM 250 KL SERIAL* 40-010596 30016401 0 93,674 18,735 74,939 30014211 2 625,000 325.000 300,000 LEDVVELL-CUSTOM TUB DUMP BODY SERIAL 4: 0516-150214-2 LIEBHERR LTRI 060 SERIAL 4: 096033 30016402 0 58,774 11,755 47,019 30014882 2 2,061,977 1,072,228 989,749 LEDWELL-CUSTOM TUB DUMP BODY SERIAL 9: 0516-150214-3 UMHERR-1 000 EC-H 40 SERIAL M 52228 30016403 0 57,398 11,480 45,919 30014a" 2 2,079.591 1,081,387 998,204 LEDWELL-CUSTOM TUB DUMP BODY SERIAL N: 061F15021441 LIEBHERR-1 000 EG-H 40 SERIAL 9. 62230 30016400 1 57,674 11,535 46,139 30014883 2 2.243,926 1,166,842 1T077,085 UEDWELL-CUSTOM TUB DUMP BODY SERIAL M 0516-150214-1 HEBHERR-1000 EC-H 40 SERIAL#; 52229 3DO16212 1 35,000 7,000 28,000 300007D9 9 371,389 371,389 0 UEDWELL-LW48 HT2-10 SERIAL#: IL9GA72A731-033018 LIEBHERRI SERIAL LUFFI 35052 30015562 1 32,000 16,640 15,360 30012687 3 280,000 199,360 80,640 LEDWELL-Special Pav rTmller SERIAL k 10RA74A3=33898 LIEBHERR-2316 SERIAL LUFF138170 30010099 4 113,550 107,010 6,540 30012778 2 295,DO0 210,040 84,960 Leger Dmble Rope Spholul Grab LKGI-180 SERIAL k 1800151 LIEBHERR-2316 SERIAL M UJI 30011379 4 31,344 25,928 5,416 30012960 2 416,DD0 296,480 119,520 LIEFFER UKG1-1113 SERIAL# 40-040-059 UEBHERR 2316 LUFRNG JIB SERIAL* LUFF138.231 30012723 2 30,092 21,425 8.666 30013615 2 415,000 295,480 119,520 LEFFER-LKGI-118 SERIAL M 40,040-059 LIEBHEkR-2318 LUFFING JIB SERIAL#. LUFF138.258 3DO11378 4 21,520 17.801 3,719 30000580 15 712,543 712,543 0 LEFFER-LKOI-1201180 SERIAL 4: 620000019 LIEBHERR420ECH SERIAL#: 41960 30012722 2 20,660 14,710 6,950 30000553 17 22,759 22,759 0 LEFFER.LKG1.1 20/180 SERIAL#. 401002211 LIEBHERR-550 SERIAL M 15-83-000005 30011649 4 70,000 57,904 12,096 30011851 3 396.473 327,963 68,511 LEFFER-LKGI-150 SERIAL M 40 040,055 LIEBHERR-SSOECH40 SERIA-M "ON 30012396 3 78,434 55,845 22,589 30000501 20 108,189 108,189 0 LEFFER-LKG3-240 Spec Grab SERIAL M 1" 000001 LIEBHERR-550HC SERIAL# 15-64-000002 30012399 3 78,434 55,845 22,589 30011849 3 67,630 55,861 11,669 -EFrER-LKG3-250 SERIAL* DE138263434 LIEBHERR-55011C SERIAL# 15-92L)1)0002 30004533 5 59,422 59,422 0 30016079 1 3,693 739 2,954 LEFFER-NW250 SERIAL 4 52-90-000041 LIEBHERR530 base tomr awtIm SERIAL M 15-B"00021 ALL INFORMATION ON THIS kiI&66i-b BE tkiiAtib-ilis-00NF1D-EFifFJIL-UNLESS SPECIFICALLY STATED-OTHERWISE- -- --- - .............. Page 47 of 120 052 5/1 512 01 7 EQUIPMENT "AILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Recon Acct Mach&Equip Recon Acct ASSET# AGE S COST ACCUM DEPR BOOKVALUE ASSET# AGEIYRS COST ACCUM DEPR BOOKVALUE 30015045 2 950,000 494,000 456,000 30016213 1 1.639,310 327,862 1.311,448 LIEBHERR-630 EC-H 40 LITRONIC SERIAL#', ECH6304033851666 LIEBHERR-LR 1250 SERIAL#'. 135191 30016078 1 5,540 1,108 4,432 30014199 2 1,100,000 572,000 528,000 LIEBHERR-630 Top Climbing Una SERIAL#: 15-84-000014 LIEBHERR-LR 1260 SERIAL#: 136123 30016069 1 11,079 2,216 8,863 30000785 5 2,268.500 2.268,500 0 LIEBHERR-630EG-H CIIWing Unit SERIAL#: 15-84-000018 LIEBHERR-LR 1300 SERIAL#: 138129 30016190 1 398,373 79,675 318,698 30000747 6 2,536,795 2,536,795 0 LIEBHERR-630ECH40 SERIAL 4: 4DODO REPAIR LIEBHERR-LR 1300 SERIAL#: 138117 30015030 2 163,198 84,863 78,335 30000786 5 2,258,500 2,258,500 0 LIEBHERR-630ECWO SERIAL 4: 40900 LIEBHERR-LR 1300 SERIAL#: 138134 30012376 3 363,718 258,967 104,751 30012998 2 1,325,000 943,400 381,600 LIEBHERR-630ECH40 SERIAL#: 40901 LIEBHERR-LR 1300 SERIAL#: 130135 30012028 3 412,254 341,016 71,237 30011422 4 2,447,237 2,024,355 422,883 LIEBHERR-630ECWO SERIAL#: 43BO LIEBHERR-LR 1300 SX SERIAL#: 138185 3DO12663 3 371,816 264,733 107,083 30010514 4 2,486,332 2,343,119 143,213 LIEBHERR-630ECH40 SERIAL#. 40099 LIEBHERR-LR 1300 SX SERIAL 138177 30012759 2 478,183 340,467 137,717 30012777 2 1,845,000 1,313,640 531,360 LIEBHERR-630-TRAVELER SERIAL#: 924334 LIEBHERR-LR 1300 SX SERIAL 9: 138171 3GO15161 1 1,182,125 614,705 567.420 30013614 2 2,422,500 1,724,820 697,680 LIEBHERR-COUNTERWEIGHT TRAILER BW SERIAL#: CWT074678 LIEBHERR-LR 1300 SX SERIAL#: 138258 3000D695 5 742,574 742,574 0 30012631 3 2,511,150 1,787.939 723,211 LIEBHERR-HS 855 HD SERIAL 4: 184655 LIEBHERR.LR 1300 SX SERIAL 9, 138246 30000717 9 1,946,340 1,946,340 0 30013013 2 2,204,760 1,146,475 1,058,286 LIEBHERR-HS 885 HD SERIAL 187396 LIEBHERR-LR 1300 SX SERIAL#: 138263 30012701 3 790,000 562,480 227.520 30012988 2 2,359,500 1,226,940 1,132,560 LIEBHERR-HS 885 HD SERIAL#: 187395 LIEBHERR-LR 1300 SX SERIAL#: 138267 30012725 2 1,347,396 959,346 38B4O50 30015040 1 2,028,406 1,054,771 973,636 LIEBHERR-HS 005 HD SERIAL#: 188246 LIEBHERR-LR 1300 SX SERIAL M 138292 30014827 2 1,319,040 685,901 633,139 3GO12948 2 2,519,500 1,793,884 726,616 LIEBHERR-HS 895 HD SERIAL#: 188208 LIEBHERR-LR 1300 SX SERIAL#: 136238 30012692 3 1,792,440 1.276,217 616,223 30012686 3 1,950,000 1,388,400 561,600 LIEBHERR-HS 895 HD CRAWLER CRANE SERIAL#: 188254 LIEBHERR-LR 1300 SX SERIAL#; 138170 30013041 2 1,478,291 1,052,543 425,748 30016214 1 2,041,080 408,216 1,632,864 LIEBHERR-US 28 SERIAL#: 115585 LIEBHERR-LR 1300 SX SERIAL#: 130313 30006412 6 2,217,030 2,217,030 0 30012959 2 2,422,500 1,724,820 697,680 LIEBHERR-LB 36 SERIAL#: 1159N LIEBHERR-LR 1300 SX SERIAL#: 136231 30014378 2 2,618,025 1,361,373 1,256,652 30012990 2 2,353,200 1,223,664 1,129,536 LIESHERR-LB 44 XL SERIAL#: 116017 LIEBHERR-LR 1300 SX SERIAL 138271 30013619 2 1,762.200 916,344 845,856 30012265 3 1,644,711 1,171,034 473,677 LIEBHERR.LB36 SERIAL#: 11585E LIEBHERR-LR 1300SX SERIAL 9; 138136 30000841 6 246,225 246,225 0 30016776 0 1,416,260 283,252 1,133,008 LIEBHERR-LHG3220-250 SERIAL#: 180.143 LIEBHERR-LR 160012 SERIAL 074566 30013592 2 305.582 217,574 88.008 30016159 1 5,093,035 2,648,378 2,444,657 LIEBHERR-LISIM LR 1300 SIMULATOR SERIAL#: 110405 LIEBHERR-LR 180012 SERIAL#. 074678 30015204 1 81,387 42,321 39,066 30015901 3 6,470,296 4,606,851 1,863,445 LIEBHERR-LISIM LR 1300 SIMULATOR SERIAL#'. LIEBHERR-LR 1750 SERIAL#. 096083 30000710 9 1,325,964 1,325,964 0 30013004 2 937,150 667,251 269,899 LIEBHERR.LR 1130 SERIAL#'. 137083 LIEaHERR-LRI 100 SERIAL 133151 30011075 4 1,100,000 1,036,640 63,360 30000732 5 825,0D0 825,000 0 LIEBHERR-LR 1160 SERIAL#'. 134152 LIEBHERR-LR1130 SERIAL#: 137075 30011533 4 600,ODO 661,760 138,240 300008DO 5 1,382,552 1,382,552 0 LIEBHERR-LR 1160 SERIAL#: 130461 LIEBHERR-LR1130 SERIAL#: 137091 30011383 4 1,154,870 955,311 199,562 30011242 6 1,362,935 1,362,935 0 LIEBHERR-LR 1160 SERIAL#: 134146 LIEBHERR-LR1130 SERIAL 9: 1370B5 30012822 4 1,794,476 1,691,114 103,362 30000735 7 1,590,500 1,590,500 0 LIEBHERR-LR 1200 SX SERIAL#', 135135 LIEBHERR-LR1160 SERIAL#: 1MI37 .........- "" REP .... ... .._..._-.-_. ., ALL INFORMATION ON THIS REORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 48 of 120 _ 052 _. .... .. -. 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT iI i Equip R a con Acct. ...... .. , h&Equip Recon Aoet ----------I I 11 Mach - - ---- - ASSET# AGE/YRS COST ACCUIVIDEPIR BOOKVALIJE ASSET# AGE1YRS COST ACCUMDEPIR BOOKVALIJE 30014212 2 700,000 364,000 336,000 30012989 2 344,000 178,880 165,120 LIEBHERR-LRI160 SERIAL#: 134135 LIESHERR1R130042316 LUFFING JIB SERIAL M LUFF136.267 30012612 3 667.171 610,305 246,865 3001 SD41 1 295,891 153.884 142,028 LIEBHERR LR1160 SERIAL# 134124 LIEBHERR-LRI 30042316 LUFFING JIB SERIAL 9: LUFF138,292 30016679 0 187,620 37,524 150,096 30015SL49 1 203.293 40,659 162,63.4 LIEBHERR,LRI 160-NO.1 309 LUFFING JIB SERIAL 4: 134152 LJ LIEBHERR1R130"231 6 LUFFING JIB SERIA-M LUFF138109 3001634E 0 221,700 44,340 177.360 30015171 1 286,519 67.304 229,215 LIEBHERR-LRI 160-NO.1713 LUFFING JIB SERIAL 134137JIB LIEBHERR-LRI 30M2316 LUFFING JIB SERIAL#L LLIFF1 38 313 30011025 4 256,740 241,952 14,788 30013042 2 328,600 170,820 157,680 LIEBHERR-1-R1 20041916 LUFFING JIB SERIAL LU FF1 36136 LIEBHEW4-R1 300#231 6 LUFFI N G JI B SERIAL* LUFF138.263 30011677 5 340.000 252,416 67,584 30014386 5 342,750 323,008 19.742 LIEBHERR-LR120041916 LUFFING JIB SERIAL# LUFF135126 LIEBHERR-LR1300-#2316 LUFFING JIB SERIAL# 30012070 3 322,857 267,067 55,790 30012991 2 344,000 178,680 165,120 LIEBHERR-LR120041916 LUFFING JIB SERIAL M LUFF135140 LIEBHEW-LRI300-2316 LUFFING JIB SERIAL# LUFF136.271 30013423 4 245,000 230,81111 14,112 30010456 4 710,600 669,669 40,931 LIEBHERR-LR1200-#1 916 LUFFING JIB SERIAL#: LUFF1351" LIEBHERR-LR1 306-DERRIGK BOOM SERIAL P 30015039 1 243,121 126,423 116.698 30015742 1 38,000 19,760 18,240 LIEBHERR-LR1200-#1 916 LUFFING JIB SERIAL 9: LUFF135.191 1-IEBHERR4-R130(]LHW LlFr TRAY(SHOP SERIAL#: 30000724 8 1,766,875 1,766,875 0 BLT) LIEBHERR.LR1200SX SERIAL# 135M 30011749 3 1,180,400 976,427 203,973 30000672 9 1,630,835 1,630,035 0 LIEBHERR-LR16OD42420 LUFFING JIB SERIAL 4: LUFF074051 LIEBHERIR-1-R1200SX SERIAL# 135045 30016691 0 1,166,000 233,200 932,800 30000754 6 1,992,800 1,992,800 0 LIMHERR1R161)"2420 LUFFING JIB SERIAL#: 074586 LUFF JIB LIEBILERR LR12008X SERIAL# 136128 30011747 3 760,000 628,672 131,328 30000686 9 2,075,162 2,075,162 0 LIEBHERR-LRI600-DERRICK BOOM SERIAL M. DERRICK074651 LIEDHERR-LR1200SX SERIAL#: 135042 30014616 2 590,950 307,294 263.656 30011384 4 1,289,305 1,D66,513 222,792 L1EBHERR4-R160(]LHEAVY LIFT TRAY SERIAL M TRAY-074566 LIEBHERR-LRI200SX SERIAL#: 135140 30012407 3 1,143.000 813,816 329,184 30010591 4 1.928,781 1,817,683 111,098 LIEDHERR111175042421 LUFFING JIB SERIAL M LUFFON083 LIEBHERR-LRI200SX SERIAL# 1315138 30012408 3 1,416,000 1,008,192 407.808 30011828 4 1,796,476 1,692,999 1031477 LIEBHERR.LR1750-COUNTERWEIGHT SERIAL#: CVVTON083 TRAILER LIEBHERR-LR1200SX SERIAL#: 135144 30012164 3 1.337,278 1,106,196 231,082 30012189 7 1,825,200 1,826.200 0 LIEBHERR-LTM 113D-5.1 SERIAL#: NIP162 LIEBHERR-LR72DOSX SERIAL#: 135110 30OW35 2 1,640,160 852,883 787,277 30016217 1 975,000 507,ODO 468,000 LIEBHERR-LTM 1200-5.1 SERIAL 9: 045616 LIEBHERR-LRI200SX SERIAL#: 135062 30000750 6 823,000 823,000 0 30013198 a 1,893,513 1,893,513 0 LIERHERR-LTR 1100 SERIAI-#: 074946 LIEBHERR-LRI200SX SERIAL#: 135096 30011818 3 1,076,000 889,240 185.760 30000787 5 1,858.978 1.858.978 0 LIEBHERR-1-TR 1100 SERIAL#: 097417 LIEBHERR LRA280 SERIAL#- 130136 30012050 3 1,080,375 893,686 186,689 30016076 2 888.316 461,924 426.392 LIESHERR-1-7R 1100 SERIAL#: 097451 LIESHERR-1-181280 SERIAL#: 136129 30014316 1 1,015,000 527,800 487,200 30016451 1 802,466 160,493 641,973 LIEBHERR-LTR 1100 SERIAL#; 040014 LLEBHERR-LR1260 SERIAL# 136113 30014317 1 1,015.000 527,600 487,200 30014434 2 1,300.000 676,000 624,000 LIE13HERR-LTR 1100 SERIAL#! N8009 LIEBHERR-LRI280 SERIAL M 136120 30014316 2 1,015,000 527.800 487,200 30013265 5 2,280.400 2,149,049 131,351 LIEBHERR4-TR 1100 SERIAL#: 048009 LIEBHERR-LR1300 SERIAL# 1381M 30012987 2 1,075,000 765,400 309,600 M2250 3 2,281,642 1,610,289 651,353 1-1EBHERR--TR 1100 SERIAL* 097462 LIEBHERR-LR1300 SERIAL#: 138060 30012936 2 1,636,400 1,296,237 540,163 30011423 4 435,000 359,832 75,168 LIEBHERR-LTR 1220 SERIAL 9: 08523 LIESHERR-LR130042316 LUFFING JIB SERIAL 4 LUFFIM185 30014448 2 1,762.850 916,682 846,168 30010517 4 341.220 321,566 19,654 LIEBHERR-LTR 1220 SERIAL#: 1]96536 LIEBHERR-LRI 30042316 LUFFING JIB SERIAL 9 LurrI313177 30013469 4 1,D96,450 906,9a3 189,467 30012616 3 219,616 156,367 63,249 LIEBHERR-LTRI10 SERIAL# W7416 LIEBHERR-LR13D0-92316 LUFFING JIB SERIAL#: LUFF138136 ALL INFORMIATION-ON THIS REPORT SHOULD BE TREATED Aii CONFIDENTIAL UNLt ilIPEC646 STATED OTHERWISE Page 49 of 120 062 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip kecon Acct I L. Mach&Equip Recon Acet, .................... ASSET# AGEfYRS COST ACCUMDEPR BOOKVALUE ASSET# AGE/YRS COST ACCUMIDEPIR BOOKVALUE .................. ........................... 30012275 3 1,080,375 769,227 311,148 30013161 6 12,780 12,780 0 LIEBHERR-LTRI100 SERIAL#: 097455 LINCOLN-VANTAGE 500 SERIAL* U1110111467 30013546 3 1,110,120 790,405 319,716 30013152 6 12,780 12,780 0 LIEBHERR-LTR1100 SERIAL#: 097457 LINCOLN-VANTAGE 500 SERIAL#'. U1110110365 30015160 1 1,113,610 579.077 534,533 30013160 6 12,780 12,780 0 LIEBHERR LUFFING FLY JIB SERIAL#: LUFF074878 LINCOLN-VANTAGE 500 SERIAL#'. U1110111456 30000748 6 395.000 395,000 0 30015584 1 14,754 7,672 7,082 LIEBHERR-NO,2316 213'LUFFING JIB SERIAL#' 1596MOOl LINCOLN-VANTAGE SM SERIAL#. UII5I005232 30015634 1 57,570 11,514 46,056 30015583 1 14,754 7,672 7,OB2 LIEBHERR-NO 0806(105') SERIAL M 133151 JIB LINCOLN-VANTAGE 500 SERIAL#. U1151006496 30000554 17 22,759 22,759 0 30013158 6 12,780 12,780 0 LIEBHERRI Collar SERIAL 9 1544-000004 LINCOLN VANTAGE 500 SERIAL#: U1110111454 30000555 17 22,759 22,759 0 30015582 1 14,754 7,672 7,082 LIEBHERR-Tiein studs SERIAL 0: 1&184KW08 LINCOLN-VANTAGE 500 SERIAL M U1151W2113 30004103 6 477,375 477.375 0 30012758 8 975,200 975,2150 0 LIEBHERR-VRM 250 KL SERIAL M 40-010325 LINKBELT.238HY SERIAL A 142JI0104 30004104 6 512,550 512,550 0 30012880 2 603,79B 429,904 173,894 LIEBHERR-VRM 2500 T950 SERIAL#: 1NI44 LINK-SELT-248H5 SERIAL M N5J80055 30012876 2 10,222 7.278 2,944 30014897 2 450,0150 234,000 216,000 LINCOLN.AJR VANTAGE 500 SERIAL#: UlOW601776 LINK-BELT-LS 228 H5 SERIAL#: NI 30001343 a 11,627 11,627 a 30000705 8 483,785 483,785 0 LINCOUN-CI-ASSIC 3WO SERIAL#: ClOW100303 LINK-BELT-I-S21811 SERIAL#: BOLIW1746MI46 30001352 a 20,857 20,1557 0 30015998 1 1,062,1186 212,577 B50,309 LINCOLN INVERTEC V350.PRO 6 PACK SERIAL M RSGO8090238 LINK-BELT-RTG-80150 11 SERIAL M S9K6-4886 30011343 4 8,142 6,735 1,407 30011404 4 730,097 603,936 126,161 LINCCLWK2344.2 SERIAL#: U107W04097 LINK49FLT-TCC750 75-TON TELESCOPIC SERIAL M R8K33406 30011339 4 8,142 6,735 1,407 BOOM LINCOLN-K2344-2 SERIAL M U1071012277 30015396 1 461,200 234,624 216,576 30011338 4 8,142 6,735 1,407 LIPPMANNJ31A24GF1321 8 JAW SERIAL M 2010-0565056&0570 LINCOLN-K2344-2 SERIAL#: U1071012280 30016519 a 343,540 68,708 274,832 30001362 5 11,951 11,961 0 LIPPMANN-MILWAUKEE-6224 RIP RAP SERIAL M 2016-08150 LINCOLN-VANTAGE 600 SERIAL#: U1110512001 30012467 3 189,796 156,999 32,797 30001363 5 11,951 11,951 0 LOADER,WHEEL 3.4 CY,CAT 938K SERIAL 4: SWL01223 LINCOLN-VANTAGE 500 SERIAL#: U1110512895 30012468 3 247,735 204.927 42,809 30001365 5 11,952 11,952 0 LOADER,WHEEL 4 26CY,CAT 950K SERIAL 4: R4A01246 LINCOLN-VANTAGE5W SERIAL#: U1110512898 30004622 13 34,400 34,400 0 30001345 8 12.539 12,539 0 LOSELL-25'Ublity SERIAL#: LOA11214F303 LINCOLN-VANTAGE 500 SERIAL# U1000105740 30009855 5 122,000 114,973 7,027 30001360 5 11.951 11,951 0 LURE SKIDICONNEX SERIAL M _" ffil"5 LINCOLN-VANTAGE 500 SERIAL#: U1110505448 30010262 5 92,500 87,172 5,328 30001361 5 11,951 11.951 0 LUBE TRUCK SERIAL M 1HTWCAZN29J170182 LINCOLN-VANI SERIAL#'. U1110505450 30012471 3 189,116 156,437 32,679 30001346 8 12,540 12,540 0 LUBETRUCK.4X2,PETFRI LUBE BED SERIALM 3SPPHM7XG0F590323 LINCOLN-VANTAGE 500 SERIAL#: U1080105745 30013133 6 93,072 93,072 0 30001347 8 12.640 12.540 a LUCON INC-SOT533RU SERIAL M 1L9SR5339BG423178 LINCOLN-VANTAGE 600 SERIAL* j1080105746 30010163 6 565,000 532,456 32,544 30001364 5 11,951 11,951 C LUFFING JIB SERIAL#: LUFF138071 LINCOLN-VANTAGE SW SERIA-4 U1110512896 30011901 5 19,179 18,074 1,105 30013169 6 12,780 12,780 0 LUFKIN-48'E)Cr FLTO SERIAL M IL016482XY1148983 LINCOLN-VANTAGE 500 SERIAL#: U1110111455 30004227 10 77,670 77,670 0 30013166 6 12,780 12,780 0 LULL-WE 42 SERIAL 4: 0016MI8952 LINCOLWVANTAGE MX) SERIAL M UIIIO111452 30003980 5 21,360 21,360 30013155 6 12,780 12,780 0 M&M DISTRIBUTIONATAKIP SERIAL 4: IF9P41329EM339179 LINCOLN-VANTAGE 5W SERIAL#: UIIIO110358 30015443 1 37,960 19,739 18,221 30013153 6 12,780 12,780 0 MACK GU713 SERIAL M IM2AX04CXBMD04461 LINCOLN-VANTAGE 5DO SERIAL#: U1110110356 ALL INFORMATION 0ii THIS"REPORT-SHOULD iig TREATED Ai'CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 50 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach i Equip Recon Acct Mach&Equip Recon Acct ........................... ------------------- 1-i--1- - ----------------------------------- . ...... ASSET# AGE S COST ACCUMDEPR BOOKVALUE ASSET# AGFtyRS COST ACCUMDEPIR BOOIKVALLIE ................. ........ ------------------- ...... 30016684 0 150.000 30,000 120,000 30010797 4 362,154 341,294 20,860 MACK-RD688S SERIAL k IM21P2137CUM04IM22 MANITOWOC-22511#4'LUFFING JIB SERIAL M 2255839 30000040 7 146,365 146,365 0 30000799 5 533,625 533,625 0 MACK-RG-50-2 SERIAL M 12872 MANITOWOC-36'RING ATTACHMENT SERIAL# 10126 30004877 7 63,940 53,940 0 30000546 14 210,723 210,723 0 MADISON-30k12r13' SERIAL#: INWKSLIKIC010 MANITOW0036'Senes 3 SERIAL M 10284 30001693 5 14,0D0 14,000 0 300004R6 5 415,498 415,496 0 MAGNUWMMG55 SERI&# 1032103 MANITOWOC-410OW SERIAL 4: 41867 30015427 1 56,812 30,582 28,230 30000798 5 1,247,943 1,247,943 0 MANAG14263A000 53'-71' SERIAL 4 MANITOWOC4100W SERIAL#; 41266 30015257 1 57,392 29,844 27,546 30011853 4 302,581 250,295 62,286 MANAC-14253A000 53X71' SERIAL 4: 2M5131619,31157167 MANITOWOC4100W SERIAL#: 41872 30010740 4 67,850 54.518 3,332 3000D628 14 916,236 916,236 0 MANAC-14353A000 53X72' SERIAL* 2MS131619DI131714 MANII MODEL SERIAL# 5551015 30012801 2 31,489 22,420 9,069 30000668 6 600,000 600,000 0 MANAC-53'STEEL FLATBED SERIAL M SMC125312F5150302 MANITOWOC-777 MODEL SERIAL 4 7771144 30012800 2 31.489 22,420 9,069 30000607 13 943,525 943,525 0 MANI STEEL FLATBED SERIAL 9: 5MC12531OF5150301 MANITOWOC-777 MODEL SERIAL M T771085 30012799 2 31,489 22,420 9.069 30012630 3 385.000 274,120 110,880 MANAC-STSTEEL FLATBED SERIAL*: 5MC125319ir5150300 MANITOWOG-777 MODEL SERIAL M T71027 3DO12797 2 31,489 22,420 9,069 30011637 4 900,000 74.4,480 155,520 MANACSXSTEEL FLATBED SERIAL#: 5MC12531BES14I883 MANITOWOC4188 SERIAL M 6881262 30012798 2 31,489 22,420 9,069 30012869 8 454,492 454,492 0 MANAC-STSTEDL FLATBED SERIAL k 5MG12531)(E5141684 NMITOWOC-888 SERIAL k M81 049 3DO16997 1 51,288 10,258 41,030 30013524 3 347,910 247,712 100,198 MANAC-FBE48-810102 SERIAL 4: 2M6131467GI150683 MANITOWOC-888 SERIAL# REPAIRWI218 30016766 0 13,076 2,615 10,461 30014663 2 360.464 187,441 173,022 MANI 63'x1 02' SERIAL 4: 5MC2I5320DK016354 MANITOWOC-888 SERIAL M 8881216 30016762 0 13,076 2,615 10,461 30013499 6 807,000 807,0D0 0 MANAC-SFD53 53'X1 02' SERIAL*' 5MG215326DKO16343 MANITOWOC-BBS SERIALM 8881218 30016763 0 13,076 2,615 10.461 30000521 10 580,616 581 0 MANAC-SFD53 53'X1 OT SERIAL#; 5MIC215323131<016364 MANITOWOC-888 MODEL SERIAL# U81103 30016764 0 13,076 2,615 113,461 30014396 2 390,502 203,061 187,441 MANAC-SFD53 53XI02" SERIAL M 5MC215329DKO16367 MANITOWOC-M MODEL SERIAL#: 0881260 3DO16765 0 13,076 2,615 10,461 30013097 8 2,010,395 2,010,395 0 MANAC-SFD53 53'XI OT SERIAL* 5MC21632ODKO16368 MANITOWOC-999 SERIAL M 9991266 30015649 1 2,639,334 1,372,453 1,266,880 30012331 9 1,878,317 1,878,317 0 MANITOWOC MLG300 SERIAL#; 605303 MANITOWOC-999 SERIAL#: 9991205 30015287 1 1,363.954 704,056 649.098 30013477 3 440,054 354,013 76,041 MANITOWOC VPCMAX(MLC6W) SERIAL#: 604730 MMITOWOC-999 SERIAL 4: 9991014 30012056 6 468,475 468,475 0 30000721 6 2,030,808 2,030,808 0 MANITOWOC-10000 MODEL SERIALM 10001051 MANITOWOC-999 MODEL SERIAL#: 9991245 30013-432 8 574,855 574,855 0 3000D674 9 1,915,117 1,915,117 0 MMITOWOC-12M SERIAL# 120001047 MANITOWOC-999 MODEL SERIAL P 9991204 30013003 9 813.266 813,265 0 30015756 1 711,341 369,897 341,444 MANITOWOC-12000 SERIAL 4 120010,46 MANITOWOC-999 MODEL SERIAL P 9991216 30016688 12 1.270,868 1,270,868 0 30015559 1 1,025,000 533,000 492,000 MANITOWOC-2250 MODEL SERIAL# 22611M MANITOWOC-999 MODEL SERIAL*. 9991177 30012996 2 973,797 693,343 280,454 30012251 3 900.0D0 640,800 259,200 MANITOWOC-U50 MODEL SERIAL#. 22512BI MANITOWOC-999 MODEL SERIAL*. 9991184 3GO14534 2 1,300,000 676,000 624,0D0 30011710 a 109,694 90,739 18,955 MANITOWOC-2250 MODEL SERIAL M U51229 MANITOW005994149 LUFFING JIB SERIAL M 9095051 30016148 1 567,286 113,458 453,830 30000608 15 1,243,662 1,243,662 0 MANITOWOG2250 MODEL SERIAL 4 2251091 MANITOWOC-MAX-ER 2000 SERIAL* 2253134 30011244 4 97,494 80,647 16,847 30016141 1 543,159 108,632 434,527 MANITOWOC-2250-#133A LUFFING JIB SERIAL# 225612 MANITOWOC-MLC 3004501 LUFFING JIB SERIAL# ..................... ALL'IN-FORM"ATION ON-THIS REPO,R--T- "...SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 51 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT _.._. ---- .- Mach&,E4pw p-Recon Acct ----. ......... ..--. ._.. Mach S Bgwip4 Recon Acct ... .... .- ,.� ASSET# AGEJYRS COST ACCUM DEER BOOK VALUE ASSET# AGEP7R5 COST ACCUM DEPR BOOKVALUE --___ .. .. ..-....,.... ........ ........ ...._ .._- __- 30016494 0 660,008 112.002 4.48,006 30011371 4 92,183 76,254 15,929 MANITOWOCMLC 3004501 LUFFING JIB SERIAL#: MCELROY4RACSTART500 SERIAL#: C49702 30016495 0 1,257,632 251,526 1,006,106 30011372 4 65,602 54,183 11,319 MANITOWOC-MIC 650 LUFFING JIB SERIAL#: 605157 MCELROY-TRACSTAR T618 FUSION MACHINE SERIAL#: C528N 30016465 0 739,468 147,894 591,574 30010850 9 625,603 625,603 0 MANITOWOO-MLC300 VPCMAR SERIAL#: 6M172 MD 560,15-80 TOWER CRANE SERIAL#', 30014779 2 5,219,285 2,714,028 2,505,257 30003610 12 6,000 6,000 0 MANITCWOC-MLC650 SERIAL#'. 604726 MEG2548 H.T. SERIAL#: 7104212 30002251 14 46,079 46,079 0 30000472 28 8,501 8,501 0 MARCO-30k100' SERIAL#'. 850024 MECH TRUCK CRANE SERIAL M #NIA 30002252 14 57,827 57,827 0 30012464 4 1,151 1,085 66 MARCC30k130' SERIAL#: M0026 MECHTRK,2.5T 2X4 DSL,KEN 06(72531) SERIAL#: 2NKMHZ7X36M141527 30002992 11 62,218 62,218 0 30016462 0 209,595 41,919 167,676 MAXON4.5 CY SERIAL#: 176 MEG-TITAN 50-S SERIAL#: 12600072 300161?6 1 10.000 2,000 0,000 30000854 17 11.250 11,250 0 MAXON-Agin SERIAL#: 145 MEGA-10,000 SERIAL#. 93768 30016180 1 10,000 2,000 8,000 30003539 19 12,000 12,000 0 MAXON-AgI. SERIAL 144 MEGA-120T SERIAL#: 89142 30016179 1 10,000 2,000 8,000 30003540 17 12,000 12,000 0 MAXON-Agin SERIAL#: 143 MEGA-120T SERIAL#: 89144 30016177 1 10.000 2,000 8,000 30003541 17 12,000 12,000 0 MAXON-Agi. SERIAL 148 MEGA-120T SERIAL#'. 09146 30016175 1 10,000 2,000 8,000 30003546 19 12,000 12,000 0 MAXON-Agi. SERIAL#: 138 MEGA-150T DOLLY SERIAL#'. 89369 30016178 1 10,000 2,000 8,000 30011723 3 137,356 113,621 23,735 MAXON-Agi0 SERIAL#: 151 MEGA-MACE SERIAL#: 13-7749B 3000OH19 32 9,000 9,000 0 30001746 6 16,000 16,000 0 MCCAFFREY- SERIAL#: 1&10-000007 MEGA-MMP4 SERIAL#: 0742479 30000818 32 9,000 9,000 0 30000941 8 30,474 30.474 0 MCCAFFREY- SERIAL#' 16-00-000006 MEGA-MPT12 SERIAL#: 0535003 30000817 32 9,000 9,000 0 3000DO02 7 11,000 11,000 0 MCCAFFREY- SERIAL#: 16-10-000005 MEGA-MPT12 SERIAL 0117126 30000808 51 6,121 6,121 0 30015278 1 22,000 11,440 10,560 MCCAFFREY-20 SERIAL 9: 16-10-000001 MEGA-MPT12 SERIAL 0535002 30000816 32 9,000 9,000 0 30014843 2 72.774 37,843 34,932 MCCAFFREY-248CL-2 TINE SERIAL# 16-10-000004 MEMCO-FIREGUARD SERIAL 4: 14087 30000809 51 7,339 7,339 0 30000953 7 17,705 17,705 0 MCCAFFREY-30 SERIAL 340 MENARD-55OBBL SERIAL 7-06-19 30004362 25 26,005 26,005 0 30000954 7 17,705 17,705 0 MCCRACKEN-COMPUTERIZED SERIAL#: 11100217 MENARD-5505BL SERIAL 4: 7-06-20 30004415 9 8,000 8,000 0 30004617 6 41,600 41,600 0 MCELROY412 SERIAL#: C04297 MESSER-APOLLO SERIAL#: AP6P-H66-PCMC90.2174 30004357 28 25.835 25,835 0 300162GB 1 780.411 156,082 624.328 MCELROY416 SERIAL 9: 52-78-MOOT METSO-LOKOTRACK LT2200 SERIAL#, 78422 30013206 5 148,433 148,433 0 30016207 1 723,530 144,706 578,824 MCELROY-AT9000801 SERIAL#: G74761 METSO-LOKOTRACK LT300HP SERIAL#'. 78414 30014762 2 45,276 23,543 21,732 30016205 1 296.737 59,347 237,389 MCELROY-CT2719CLT-SL SERIAL#: 1RCFCJY20E1001346 METSO-LOKOTRACK ST2.8 SERIAL#'. 78608 30012581 3 46.390 33,029 13,360 30016208 1 465,168 93,034 372,134 MCELROY-TRACSTAR412 SERIAL C63093 METSO-LOKOTRACK STS20 SERIAL#: 78476 30012583 3 46,390 33,029 13,360 30005033 9 346,093 346,893 0 MCELROY-TRACSTAR 412 SERIAL#: C0037 MEYCO-POTENZA SERIAL#: M460145 30012682 3 46,390 33,029 13,360 30005035 9 342,574 342.574 0 MCELROY-TRACSTAR 412 SERIAL C63032 MEYCO-POTENZA SERIAL#: W60147 3GO12584 3 67.977 48,400 19,577 30005UI 8 119,815 119,815 0 MCELROY-TRACSTAR 616 SERIAL C63433 MEYCO-SUPREMA SERIAL#: M830667 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATEOOTHERWISE Page 52 of 120 052 -_..5/1 512 01 7 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Recon Acct Mach S Equip Recon Acat ASSET# AGEfYRS COST ACCUMDEPR BOOKVALUE ASSET# AGE(YRS COST ACCUMDEPR BOOKVALUE .. ............................ . .... . ... .................... ......................... 30015665 1 7,924 4,120 3.804 30014201 2 29,269 16,220 14,049 MIDAMERICASCAUE-TS7010 SERIALM 103025 MILLER-BIG BLUE 600 DUO PRO SERIALM ME520020E 30000719 8 472,809 472,809 0 30014204 2 29,269 15,220 14,049 MI-JACK-MJ60 SERIAL#: 1792P MILLER-BIG BLUE 800 DUO PRO SERIAL MF020109E 30000718 a 472,809 472,809 0 3GO13618 2 28.967 15,063 13,904 MWACK-MJ50 SERIAL M 1791P MILLER-BIG BLUE 800 DUC PRO SF SERIAL MF020018E 30001331 6 1,000 1,000 0 30014430 2 28,967 15.063 13,904 MILLER- SERIAL 21-04-000001 MILLER-BIG BLUE 800 DUO PRO BE SERIAL M. MI 30001242 26 16.494 16,494 0 30014431 2 28,967 15,063 13,904 MILLER-400D AIR PAK SERIAL KB055024 MILLER-BIG BLUE 800 DUO PRO SF SERIALM MF04DO37E 30016169 1 2,500 500 2,000 30001328 9 20,745 20,745 0 MILLER-400D Ar Pak SERIAL#; KJ141516 MILLER-SIG BLUE AIR PAK SERIAL#: LH500127E 30001269 17 9,984 9,984 0 30001298 10 29,560 29,560 0 MILLER-BIg 40 SERIAL KK0314T7 MILLER-BIG BLUE AIR PAK SERIAI-#: LHo1aI22 30016013 1 14,474 2,895 11,580 30001264 17 8,278 8,278 0 MILLER-BIG BLUE 350 PIPEPRO SERIAL MF490022E MILLER-Mark VI CC SERIAL# KKO56763 30016014 1 14,474 2,895 11,580 30001336 9 21,148 21,148 0 MILLER-BIG BLUE 350 PIPEPRO SERIAL M0020066E MILLER-MILLER BID BLUE AIR PAK SERIAL#: LJ150107E 30001312 9 11,776 11,776 0 30001353 5 5,500 5,500 0 MILLER-BIG BLUE 400 SERIAL#: LH41XMME MILLER-PRO M0 CC/CV WELDER SERIAL#: LK24002E 30001309 9 11,843 11,843 0 30001287 13 5,869 5,1369 0 MILLER-BIG BLUE 400 SERIAL* L1I390007E MILLER-TRAILBLAZER MID SERIALM LC585280 30001303 9 11,818 11,818 0 30001285 13 5,868 5,1568 0 MILLER-BIG BLUE 4W SERIALM LHM0112E MILLER-TRAILBLAZER 3011) SERIAL 9: LC585278 30001304 9 11,819 11.819 0 30001286 13 5,868 5,86E 0 MILLER-BIG BLUE 400 SERIAL#: LH380113E MILLER-TRAILBLAZER 301D SERIAL#. LCM5279 30001310 9 11,775 11,775 0 30001327 9 19.095 19,096 0 MILLER-BIG BLUE400 SERIAL 0: LH40DO27E MILLER-XAIT304 6 PACK SERIAL#: LH4213472A 30001307 9 11,842 11,842 0 30010365 6 68,312 64,377 3,935 MILLER-BIG BLUE 400 SERIAL#: LH390005E MINI BACKHOE SERIAL it. FKY00437 30001308 9 11,842 11,842 0 30009983 5 56,503 53,24E 3,255 MILLER-BIG BLUE 400 SERIAL#: LH380006E MINI BACKHOE SERIAL P XER01224 30001311 9 11,75 11,775 0 30009781 5 118,543 111,715 6,828 MILLER-BIG BLUE 400 SERIALM LH400029E MINI BACKHOE SERIALM CR146110441 WW1249 17 1,000 1,000 0 30010361 5 24.702 23,279 1,423 MILLER-BIG BLUE 400D SERIAL#: KGO62726 MINI BACKHOE SERIAL 01. FLZOO217 30014205 2 28,967 15,063 13,904 30016641 0 56,562 11,412 44,450 MILLER-BIG BLUE 800 DUO SERIAL 0: MFO200ME MINI SERIAL#: 104-4548-20 30015450 1 30,899 16,068 14,1532 30006347 6 20,617 20.617 0 MILLER-BIG BLUE 000 DUO PRO SERIALM 11740218 MISC MODIFICATIONS SERIALM 30014567 2 28,967 15,063 13,904 30005346 7 137,750 137,750 0 MILLER-BIG BLUE 800 DUO PRO SERIAL 9: MFO90030E MISC MODIFICATIONS SERIA-#: 30014460 2 36,269 18,860 17,409 30005341 8 114,203 114,203 0 MILLER-BIG BLUE 00 DUO PRO SERIAL#: MFlID066E MISC MODIFICATIONS SERIAL#: 3DO14461 2 36,269 18,860 17,409 3DO05340 9 109,928 109.9213 0 MILLER-BIG BLUE 800 DUO PRO SERIAL#: MFlIO079E MISC MODIFICATIONS SERIAL#: 30014568 2 28,967 15,063 13.904 300053" 7 12,473 12,473 0 MILLER-BIG BLUE 800 DUO PRO SERIAL#: MFO40053E MISC MODIFICATIONS SERIAL 9: NNA 30015449 1 30,899 16,068 14,832 30005349 6 26,210 26,210 0 MILLER-BIG BLUE 000 DUO PRO SERIAL#: MISC MODIFICATIONS SERIAL* 30014200 2 29,269 15,220 14,049 30010290 5 43,540 41,032 2,508 MILLER-BIG BLUE 800 DUO PRO SERIAL#. MFO201 11 E MISC RAIL EQUIPMENT SERIAL# 456 30014202 2 29,269 15,220 14,049 30009950 5 25,090 23,645 1,446 MILLER-BIG BLUE 800 DUO PRO SERIAL M ME62GO19E MISC SAIL EQUIPMENT SERIAL 4: 861368 30014203 2 29,269 15,220 14,049 30005278 10 233,954 233,954 0 MILLER-BIG BLUE 000 DUO PRO SERIAL#: MF020012E MISC REPAIRS SERIAL M AL INFORMATION ON THIS ik&6iff SHOULD 6-EfiiIENTED As d_6WF1iiiEWfiXL UiKffigi iiPECWICALLY STATEDOTHERWISE Page 53 of 120 052 6116/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT .. Mach&Equip Recon Acd ........ J ........ -_- Mach&Equip Recon Acet ......... ASSET# AGHYRS COST ACCUM DEPR BOOK VALUE ASSET# AGEYRS COST ACCUM DEPR BOOK VALUE 30005297 8 235,711 235,711 0 30005332 17 62,186 62,185 0 MISC REPAIRS SERIAL#: MODIFY BATCH PLANT SERIAL 4: 30005279 10 84,328 84,328 0 30005334 16 163.111 163,111 0 MISC REPAIRS SERIAL#: MODIFY BATCH PLANT SERIAL 4! 30005286 9 106,966 106,966 0 30005342 8 59,467 59,467 0 MISC REPAIRS SERIAL#: #WA MODIFY TOWER CRANE SERIAL#: 30005291 9 13C,094 130,094 0 30002013 8 75,109 75,109 0 MISC REPAIRS SERIAL#: #NIA MOOSPACE48x80 SERIAL#: 1971263SI9989 30005281 10 88,783 88,783 0 30012254 3 104,888 74,680 30,208 MISC REPAIRS SERIAL M MODULAR SECURITIES-MACE SERIAL#: ACCU205347.1 30005305 7 83,627 83,627 0 30011274 4 46,999 38,878 8,121 MISC REPAIRS SERIAL#: #NIA MODULAR SECURITY SYSTEMS-MAC-2 SERIAL# FBXUB39130.6 30005295 9 322,220 322,220 0 TURNSTILE MISC REPAIRS SERIAL# #NIA 30013543 3 85,485 60,865 24,620 30005293 9 92,405 92,485 0 MODULAR SECURITY SYSTEMS-MAC4T SERIAL#'. 5014-027 MISC REPAIRS SERIAL#: #NIA 30016487 0 102,390 20,478 61,912 30005302 8 72,132 72,132 0 MODULAR SECURITY-MACE SERIAL#'. ACCU402638.7 MISC REPAIRS SERIAL#: 30003604 17 30,000 30,000 0 30005289 9 155,594 155,594 0 MORGAN-100 TON SERIAL#: 13962 MISC REPAIRS SERIAL#. #N/A 30003603 17 30,000 30,000 C 30005280 10 156,670 156,670 0 MORGAN-100 TON SERIAL#: 13961 MISC REPAIRS SERIAL#', 30016488 0 26,204 5,241 20,963 30004462 9 48,500 48,500 0 MULTIpUIP-OC408SKU4F SERIAL#: 9250372 MIT-SCAN-2 SERIAL#'. NR 03.02,034 30001461 9 6,000 6,000 0 30015691 1 52,737 27,423 25,314 MULTIOUIP-DCA 70 KW SERIAL#: 7303086 MITSUBISHI FUSO-FE160 SERIAL#: JL6BNG1A9EK004321 30001590 6 20,000 20,000 C 30013280 11 15,306 15,305 0 MULTIpUIP-DCA125SSI SERIAL#: 7510119 MITSUBISHI-FD50 SERIAL#: AF21350048 30015382 1 62,324 32,409 29.916 30004252 8 14,000 14,000 0 MULTIgUIP-DCA125SSIU4F SERIAL# 7511188 MITSUBISHI-FG33N SERIAL#: AF131`50033 30015381 1 62,324 32,409 29,916 30004234 9 53,000 53,000 0 MULTIgUIP-DCA125SSIU4F SERIAL#: 7511187 MITSUBISHI-FGC70K-LP SERIAL AF89A00211 30016388 0 61,920 12,384 49,536 30016172 1 50,000 10,000 40,000 MULTIOUIP-DOA125SSIU4F SERIAL : 7511343 MIXER SYSTEMS-450 SERIAL#: 361806 30016389 0 61,920 12,384 49.536 30002021 7 136,800 136.800 0 MULTIOUIP-DCA125SSIU4F SERIAL 7511344 MOBILE MODULAR-6060 SERIAL 4! 0170 30013023 2 53,825 27,989 25,836 30011868 4 28,009 23,831 41978 MULTIgUIP-DCA125SSJU41 SERIAL#: 7501352 MODIFICATION T010-3123 SERIAL#: 30016000 1 50,419 10,084 40,335 30011879 4 26,914 22,263 4,651 MULTIpUIP-DCA125SSJU41 SERIAL#: 7601451 MODIFICATION T010-3124 SERIAL : 30012301 3 77,298 55,036 22,262 30011872 4 27,352 22,626 4,726 MULTIQUIP-DCAIMSSCLI41PB SERIAL#: 7920186 MODIFICATION T010-3127 SERIAL#: 30001585 9 47,176 47,176 0 30011870 4 29,178 24,136 5,042 MULTIOUIP-DCA1505SJU3C SERIAL#: 7600435 MODIFICATION T010-3131 SERIAL#: 30012516 2 77,241 54,996 22,245 30011871 4 28,970 23,964 5,006 MULTIOUIP-DCA150SSJU4F SERIAL#. 7600969 MODIFICATION T010.3137 SERIAL#: 30010810 4 11,000 10,366 634 30011867 4 45.632 37,746 7,685 MULTIOUIP-DCA150USJ2C SERIAL#: 8600315 MODIFICATION T0148930 SERIAL#: 30015827 1 27,638 14,320 13,218 30011095 4 171,561 141,915 29,646 MULTIQUIP-DCA220SSJUC SERIAL 8010772 MODIFICATION TO IS-2849 SERIAL 30001677 5 37,515 37,515 0 30011880 4 25.304 20,931 4.373 MULTIQUIP-DCA220SSVU SERIAL#'. 3782675 MODIFICATION T01S3401 SERIAL : 30001484 13 12,391 12,391 0 30015851 1 59,052 30,707 28,345 MULTIOUIP-DCA25 SSIU SERIAL#. 7107238 MODIFICATION TO MB0 SERIAL#: 34-04-000001-MOD 30001390 15 8,000 8,000 0 30012089 3 234,758 194,192 40,566 MULTIgUIP-DCA-255SIU SERIAL#: 7100967 MODIFICATION TO BHS-RCC MIXER(34-0795) SERIALM B0010710001-1 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 54 of 120 ,,,052,,,, ,,, ,, ... ... _. ,,,..,..._5/1 512 0 1 7 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach ulp Recon Acct &Equip Reccan Acct ASSET# AGE(YRS COST ACCUM DEPIR BOOK VALUE ASSET# AGErYRS COST ACCUMDEPIR BOOKVALUE ......................... 30001623 7 12,967 12,967 0 30014716 2 34,199 17,784 16,416 MULTIQUIP.DCA25SS1143C SERIAL#: 7110161 MULTIOUIP.00A45SSII SERIAL#: 7250574 30001621 7 12,966 12,966 0 30011282 4 29,137 24.102 5,036 MULTIQUIP-DCA26SSI 143C SERIAL 4! 711GO97 MULTIQUIP-DCA45US12C ULTRA SILENT SERIAL# 6202776 3000162.2 7 12.966 12,966 0 GENERA MULTIQUIP-DCA25SS1143C SERIAL 7110147 30015893 1 43.023 8,605 34,418 30001374 22 14,952 14,952 0 MU LTIOU IP-DCA705SIL14F SERII 7353092 MULTIQUIP-OCA-25SSI SERIAL 3657509 30011283 4 42,502 35,158 7,344 30001626 7 12,%6 12,966 0 MULTIQUIP-DGA70MJU41 DIESEL DRIVEN SERIAL#. 7305217 GENE MULTIOUIP-DCA25SSIIU3C SERIAL 4: 7110229 30014761 2 70.000 36,400 33,600 30001625 7 12,966 12,966 0 MULTIQUIP.DCA800SS SERIAL#, 3708483 MULTIQUI P-DCA25SSI IU3C SERIAL#: 7110233 30011653 4 4,500 3,722 778 30001627 7 12,967 12,967 0 MULTIQUIP-DLW400SS SERIAL#, 3815087 MULTIOU1P-DCA25SSIIU3C SERIAL 9: 7110231 30011652 4 4,500 3,722 778 30001545 10 14,509 14,609 0 MULTIOUIP.DLW400SS SERIAL#; 3815076 MULTIQUIP-DCA-25SSIU SERIAL*: 7108463 30001493 9 2,500 2,500 0 30001544 10 14,509 14,509 0 MULTIQUIP-LT-120 SERIAL#: 9009N MULTIQUIP-DCA-25SSIU SERIAL 9: 7108743 30001468 a 2,500 2,500 0 30001673 5 16,374 16,374 0 MULTIQUIP-MLT-KD6 SERIAL#: 900728 MULTIQUIP-DCA25SSIU3C SERIAL#: 7110861 30000327 7 11,809 11,809 0 30001637 7 16,295 16,295 0 MULTIQUIP4RI-800DS2 SERIAL#: S6359 MULTIQUIP-DCA25SSIUC-3 SERIAL 4: 7110302 30013028 2 29,981 15,590 14,391 30001635 7 15,295 16,295 0 MULTIQUIP-RAMMEX RX157533 SERIAL# 61417 MULTIQUiP-DCA25SSIU03 SERIAL# 7110298 30013027 2 29,981 15,590 14,391 30001638 7 16,295 16,295 0 MULTIOUIP RAMMEX RX157533 SERIAL#: 61416 MULTIQUIP-DCA25SSII SERIAL#. 7110305 30001385 13 8,098 8,098 0 30013526 3 4,300 3,062 1,238 MUSCO-MI6 SERIAL# 9734163 MULTIQUIP.DCA25USI SERIAL 4 610320 300016M 6 23,344 23,344 0 30001659 6 28,785 28,785 0 NATIONAL SIGNAL-SUNRAY SOLAR 290 SERIAL V: I N9MD1 11 1AF272333 MULTiQUIP-DCAMSPXU2 SERIAL#: 873D049 30001657 6 23,343 23,343 0 30014735 1 28,508 14,824 13,684 NATIONAL SIGNAL-SUNRAY SOLAR 290 SEMAIL N: 1N9MD1 113AF272M4 MULTIQUIP.DCM5SSIU4F SERIAL 0: 7250568 30014766 2 32,736 17,023 15,713 30014715 2 34,199 17,784 16,416 NATIONAL-9105H SERIAL#: 295351 MULTIQUIP-DCA45S81U4F SERIAL#: 725055a 30013180 6 16,475 16,475 0 30014737 1 28.508 14,824 13,684 NIKOWNIVO 1C SERIAL#: C0003K MULTIQUIP DCA45SSIU4F SERIAL#: 7250612 30004225 5 4,620 4,620 0 30014736 1 28,508 14,824 13,684 NISSAN-TX35 SERIAL# 1NILI8V-721566 MULTIGUIP-DCA455SIU4F SERIAL k 7250570 30002685 6 221,924 221,924 0 30014739 1 28,508 14,824 13.684 NISSAN-UD3300 SERIAL#: JNAPC81 L9I 19 MU LTIQUI P-DCA45SSIU4F SERIAL#: 7250672 30002317 6 544,795 544,795 0 30012865 2 33,737 24,021 9,716 NORDBERG-LT3054 JAW SERIAL* 70K07840 MULT)QUIP-DCA45SSIU4F SERIAL M 7260480 30002318 6 228,763 228,763 c 30014717 2 34,199 17,784 16,06 NORDBERG-STS20 SCREEN SERIAL* 73446 MULT1OUIP-DCA45SSIU4F SERIAL 9: 7250733 30010646 4 234,929 221,397 13,532 30014738 1 28.508 14,824 13.684 NORTH AMERICAN IND-DOUBLE GIRDER SERIALM 3371 W MULTIQUI P-DCA4SSSIU4F SERIAL#: 7250628 30010645 4 234,929 221,397 13,532 30013022 2 30,583 15,903 14,680 NORTH AMERICAN IND-DOUBLE GIRDER SERIAL 4: M715AI MULTIQUIP-13CM58511,14F SERIAL# 725D670 30010648 4 234,929 221,397 13,532 30013021 2 30,683 15,903 14,680 NORTH AMERICAN IND-DOUBLE GIRDER SERIAL# M715M MULTIQUIP-DCA45SSIU4F SERIAL#: 7250651 30010647 4 234,929 221,397 13,532 30013020 2 30,593 15,903 14,680 NORTH AMERICAN IND-DOUBLE GIRDER SERIAL 9: 33715A3 MULTIQUIP-DCA45SSIU4F SERIAL M 7250637 30016738 0 5,000 1,000 4.000 30013019 2 30,583 15,903 14,680 NORTH AMERICAN-10 TON SERII 20936 MULT1OUIP-DCA45SSIU4F SERIAL P 7250631 30012290 3 90.654 64.546 26,108 30013018 2 30.583 15,903 14,680 NORTH STAR-JMR4500 SERIAL A Mal MULTIQUIP.DCA45SSIU4F SERIAL#: 7250629 .............................. ALL-INII cm 6R�fkig I TREATED AS CONFIDENTIAL JLJNLESI"PECIOiEALLY SiMI ClikkWig . .......... Page 55 of 120 052 5115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT - ---Mach&Equip Recon"Acct Mach_i_�RecanAcct .......- ....... ...... 71 ASSET# AGE(YRS COST ACCUMDEPR BOOKVALILIE ASSET# AGE(YRS COST ACCUMIDEPIR BOOKVALUE .. ............... ..................... .......---------- 30016420 l 261,990 50,39E 201,592 30012023 5 47,000 47,000 0 NORTH STAR M40SS SERIAL#: 2736 O77AWA2X4 SERIALM IIVF813EBBAOOD406 30OD4369 10 12,695 12,695 0 30013404 3 10,301 8,521 1,760 NPK 7X SERIAL 4: 27717 07TAWA-307557 SERIAL#: IIVA012E94A000337 30003984 20 8,352 8,352 0 30012321 3 104,000 74,048 29,952 NPKC-12 SERIAL# 39241 OT7AWA4x2 SERIAL#; 3333M 30003985 19 2,608 2,606 0 30012320 3 104,000 74,048 29,952 NPK" SERIAL 4. 08004 OTTAWA-4X2 SERIAL 4 333395 30003986 B 3,150 3,150 0 30013259 5 47,000 44,293 2,707 NPK.C8C SERIA-#! 1N5147 OTTAWA-COMMANDO SERIAL#. 11VF813E48A000305 30004-490 6 15,000 15,000 0 30013204 5 23,250 23,250 0 NPK-GH-15 SERIALM 89143 OTTAWA-COMMANDO SERIAL 4 11VM12BSYA000024 30004-491 6 18,000 18,0()0 0 30013187 6 48,450 48.450 0 NPK.GHS SERIAL#' 94207 OTTAWA-COMMANDO SERIAL# 11VA813E67A0002B2 30015129 2 1,000 520 480 30013281 5 50,300 47,403 2,897 NPK-H-1 2X 4000 LB SERIAL A: 32538 OTTAWA-COMMANDO 30 SERIAL* 11VF613E68A000306 30004376 20 44,915 44,915 0 30015240 1 108,672 56,613 52,259 NPK-H-B-XB SERIAL#; 69731 OTTAWA-T2-4X2-DOT[EPA SERIAL#: 1IVJ813E9GA000268 30015043 1 35,000 18,200 16,800 30014392 2 19,800 10,296 9,504 NYE-30CP47U SERIAL 4: 515679 01 SERIAL 4: 1 1VF813E28AO00464 30014364 2 50,000 26,000 24,000 30010265 5 205,825 193,969 11,856 NYE-CP490 SERIAL# 515426 OWEN EQUIPMENT SERIALM I HTMMAANI 30014363 2 50,000 26,000 24,000 30016531 0 37.940 7,588 30,352 NYE-OP49D SERIALM 515425 PACIFICLIJBE!FUEL BODY SERIALM 5I5538.2013 300098" 5 2,500 2,356 144 30010580 3 193,193 159,B09 33,3a4 OFFICE TRAILER 61 TO 60 FOOT SERIALM 990067 PALFINGER PK33002 SERIALM 100156033 30015252 2 436,090 226,767 209,323 30010741 3 172,136 122,561 49.575 OLYMPIC 601Bx120 BUILDING SERIALM PALFINGERPK33002-EH SERIAL#: 100156832 30015253 2 460,237 239,323 220,914 30015849 1 46,176 24,011 22,164 OLYMPIC 6018x120 BUILDING SERIAL#; PEARSON SYSTEMS-P-MOOKW SERIALM 0137613 30011421 4 275,403 227,813 47,690 30015846 1 10,196 5,303 4,895 OLYNIPIC4018XI00 SERIAL 9 121104016X100 PEARSON-PH 620 SERIAL* 1192-09 30011038 4 158,629 149,492 9,137 30004401 16 17,820 17,820 0 OLYMPIC401SX60 SERIAL 121004018X60 PEMBERTONI SERIAL k MDGlMO301 3DO12092 3 183,771 152,016 31,756 30016100 1 94,260 18,852 75,408 CILYMI SERIAL 13-127-401 OX80 PETERBILT 365 6X4 WATER TRUCK SERIAL# INPSL60X4ED215254 30011925 3 212.995 176,189 36,806 30011844 3 203,622 168,436 35,186 OLYMPIC4018XBO SERIAL# 13-126L4018X80 PETERBILT-220 SERIAL* 3BPPHMI 30012284 3 229,830 163.639 66.191 30012333 3 205,395 146,241 59,154 OLYMPIC401aX80 SERIAL 4 13-125401SX00 PETERBILT-220 SERIAL M 3BPPHM7)0(EF5905D8 3OC11675 4 382,771 316,628 66,143 30013566 3 200,710 142,906 57,804 OLYMPIC-6016XI20 SERIAL 9- 13-120-601OX120 PETERRILT-220 SERIALM 3BPPHI 3DO11658 4 3B2.521 316,421 68,100 30012315 3 196,973 140,245 56,728 OLYMPIC601BX120 SERIAL ft 13-119-601OX120 PETERBILT-220 SERIAL# 3BPPHIM7 EF590519 30012128 3 361,721 299,216 62,505 30012334 3 206,150 146,779 59.371 OLYMPIC601SX120 SERIAL k 13-140L601 SX1 20 PETERBILT-220 SERIAL M 3BPPHM7MEF590521 30012664 2 509,068 357,239 151,829 30012335 3 200,996 143,108 57,887 OLYMI SERIAL# 14-157-6018XI20 PETERBILT-220 SERIAL#: 38PPHM7XOEF590520 30012245 3 394,171 280,650 113,521 30012761 2 204,736 145,773 58,965 OLYMPIC6016XI20 SERIAL M 12H1414I016XI20 PETEMILT-220 SERIAL#; 3BPPHM7X6FF50605 30015825 1 107,872 55,D93 51,778 30012314 3 196.973 140,245 56,728 OLYMPIC6022x50 SERIAL 12-102-6022XSO PUERBILT-220 SERIAL#: 3BPPHM7X1EF590509 30016463 0 180,320 36,054 144,256 30013401 4 4,127 3,890 238 OLYMPIC6022x80 SERIAL 12-10M022XOO PETERHILT-325 SERIAL 0: 2NPYHMSXXBM759657 30014445 2 521,323 271TO88 250,235 30002784 6 81,641 81.641 0 OLYMPIC623OX80 SERIAL 14-178623OX80 PETERBILT-335 SERIAL#: 2NPLI_Z9X27M659728 ALL INFORMATION ONTHIS REPORT SHOULD BE TREATED coilimENI LINLum SPECIFICALLY STATED OTHERWISE Page 56 of 120 052 5115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT .............. Re-m-n hc,-t [ Mach St Equip I Acct -----------.......... .. .. - I ASSET# AQEWRS COST ACCUMDEPR BOOKVALUE ASSET# AGENIRS COST ACCUMDEPIR BOOKVALUE ----------- ............ 30002711 6 60,000 60,000 0 30010052 5 9,874 9,305 569 PETERBILT-340 SERIAL# 2NPR-NI PORTABLE LIGHT PLANT SERIALM 0192PR02VII 30013574 2 146,191 104,080 42,103 30010055 5 9,874 9,305 569 PETERBILT-348 SERIAL 9 2NP3LJDX8FM255569 PORTABLE LIGHT PLANT SERIALM 0183PR02V1 1 30013573 2 146.926 104,612 42,315 30000658 11 356,D00 356,000 0 PETERBILT.348 SERIALM 2NP3LJDXSFM255569 POTAN.J850 TRAVLER SERIALM 66970804 30012655 3 132,074 94.037 38,037 30000657 11 356,000 356,000 0 PETERBILT-357 SA SERIAL X: INPAMUOX77DU7147 POTAINI TRAVLER SERIALM 66960804 30015573 1 125,345 65,180 60,166 30010946 4 475,D00 447,640 27,360 PETERBILT-365 SERIAL 0: INPSM7OX7ED245874 POTAIN4850.-FRAVELER SERIALM 95467A 30016101 1 94,260 18,852 75,408 300111 DO 4 494,344 465,870 28,474 PETERMLT-365 6X4 SERIAL P 1NPSL50X9ED215251 POTAJN-MD560 SERIAL P 91986 30015735 1 111,752 58,111 53,641 300D0650 12 882,126 882,126 0 PETERBILT-365 6X6 SERIAL 9 INPSM5OX2DD206113 POTAII SERIALM 99100 30016513 0 112,380 22,476 89,904 30016876 0 125,000 25.000 1GO,000 PETERDILT-WS 6X6 SERIAL# INPSM50XODD206112 POTAJIN-MID56040 SERIALM 93080 30015736 1 111,752 58,111 53,641 30011376 9 871,964 871,964 0 PETERBILT-365 SX6 SERIAL# 1 NPSM50X9DD2061 11 POTAIWMDW 0 SERIALM 95469 3DO14380 2 273,641 142,293 131.348 30011145 4 259,722 214,842 44,880 PETERBILT-387 SERIAL 1XPTD4OX4FD278440 POTAIN-MID56040 SERIAL#' 95467 30016358 1 6.679 1,336 5,343 30016082 1 203,115 40,623 162,492 PETERBILT-37&VVET SERIAL 1XPFDU9)OCYN540557 POTAWMD560 0 SERIAL 9: 93170 30013164 6 90,0DO 90,000 0 30016083 1 203,115 40.623 162.492 PEI-ERBILT-388 SERIAL# 1XPWU49X98D755317 POTAJN-MDSBD-40 SERIAL P 91987 30012940 2 46,309 32,972 13,337 30010851 5 35.413 33,373 2,040 PETERBILT-DUMP-TRUCK SERIAL#. 2NPRLNOX79M7@1777 POTAN-MID1560.40 F~y 1 5-2675 SERIAL ft; 91985 30011524 4 202,901 167.640 35,1361 30011881 4 46.227 38,239 7,988 PETERBILT MODEL 337 LUSE TRUCK SERIAL# 2NP2HN7XSDM181213 POTAJN-TIE BAR&SQUARES SERIALM CHASSIS 30000723 a 335,000 335,000 0 30004978 14 222,473 222,473 0 POTAN-TRAVELER SERIALM 1MI-000001 PE71BONF-360 SERIALM 3208 30015398 1 359,100 186,732 172,360 3DO10480 4 362,186 299,600 62,586 POWERSCREEN-WARRIOR 1800 SCREEN SERIAL#: PID00123VDGA5050 PETTIBONE-360 SERIAL 9- W014313 30011341 4 5.886 4,869 1,017 30010479 4 368,036 304,439 63.597 PRESTON-EASTIN-TDRA-120 HD SERIALM TDRG-120.H0.107 PETTIBONE-360 SERIALM SS1014213 30003911 8 16,162 16,162 0 30004989 13 170,999 170,999 0 PROGRE-32FD SERIAL k 1P9GE32208P6871" PETTIBONE-446E SERIALM 3220 30003912 8 16,163 16,163 0 300008" 5 19,a51 19,851 0 PROGRE 32FD SERIAL* IP9GE32248P687196 PIERCE PACIFIC mANurACTURING-36 V-BTM SERIA-# 1640.000001 30000911 8 5,000 5,000 0 BU 30004534 5 429,325 429,325 0 PROGRESS TANK-AHOLS SERIAL* =604 PIERCE PACIFIC MILNUFACTURINGI 1/105 SERIAL#: 16101 30011437 4 3,600,000 2,977,920 622,080 30002292 8 42,072 42,072 0 PT NAN INDANI PLACING BARGE SERIAL* h5W/33546PE)Cr PIONEER-50IN X 20FT AFEEDER SERIALM 30.07400001 30016512 0 4,266 851 3,405 30015395 1 30,399 15,807 14,592 PULLMAN TRAILMOBILE-01 IN-1 5AV SERIALM T66297 PLANT FABI57' SERIALM 3704-100 30003627 10 4,860 4,860 0 30003005 22 143,313 143,313 0 PULLMASTERI 8.3-101-2 SERIALM 68652 PLANT MODIFICATIONS&MISC SERIAL 9 34-89-000001 30016308 1 61.980 12,396 49,684 30003059 8 341,950 341,950 0 PULLMASTERW18-3-3 SERIALM PLANT MODIFICATIONS&MISC SERIAL#: P112807HJSI 3000360 19 9,650 9,650 0 30009005 5 26,000 23,560 1'44o PULLMASTER-M25-3-56-2 SERIAL 9: 53322 PORTA TANK SERIAL#: 39281 30005024 10 3.000 3,000 0 3DO10064 5 9,874 9,305 569 PUTZMEISTER-TSV3-0 SERAL 9 199001001 PORTABLE LIGHT PLANT SERIAL 4: 0199PR02VI 1 30003023 13 36,356 36,356 0 30010053 5 9,874 9,305 669 QUICK MIX-OI SERIAL* OM05041204666 PORTABLE LIGHT PLANT SERIAL#: 01 9DPR02V1 1 30001222 6 67,195 67,195 0 QUINI SERIAL#: 1106516387 I - 6J�INFORMA ON ON THIS REPORT SHOULD TREATED kig4W SPECIFICALLY iikfb)OTHERWISE------ Page 57 of 120 062 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT [- Mach&Equip Recon Aczt qufp Reconkci---- - ....................................... ASSETS AGE1YRS COST ACCLIMIDEPIR BOOK VALUE ASSET# AGE/YRS COST ACCUMDEPIR BOOK VALUE ............. 300O4969 26 51,876 51.876 0 30016326 1 132,982 26,596 106,386 RACINE-DUN-CLIP APPL SERIAL 4 DCA118 REPAIR-LIESHERR-HS 895 SERIAL# 137926 RPR 30004960 26 51,876 51,876 0 30016149 1 473,445 94.689 378,756 RACINE-DUAL CLIP APPIL SERIAL#: DCA119 REPAIR-MANITOWOCM50 SERIAL#: REBUILD-2251091 30012770 2 12,901 9,185 3,715 30015313 1 274,426 142,702 131,724 RAMMER-G-110 SERIAL 4: 11MM113 REPAIR-MANITOWOC U50 SERIAL#: REPAIR-2251155 30003997 12 40,400 40,4110 0 30012952 2 361,246 257,207 104,039 RASSMUSSEN-225 HIP Hyd P..,UI SERIALM HPUR515 REPAIR-MANITOWOC 36SERIES 3 SERIAL 4: REP102M 30003998 12 19,460 19,460 0 30016077 1 94,937 18,987 75,950 RASSMUSSEN-Hyd Power UrIt SERIAL 46-01-000004 RESA POWER SOLUTIONS-2000 KVA PSMS SERIAL#: 15-11-15-15135A 30014801 1 38,982 20,271 18,711 30005411 5 126,900 126,90C 0 RAYMON0.750,R35TT SERIAL 7501 REV DRILL NHD SERIALM 09-06-000001 30012627 2 41,200 29,334 11,666 30009779 5 150.982 142,265 8,697 RAYMOND-EZ-R45TT SERIAL 4: U-14-DF52941 ROAD MACHINERY SERIAL#: 25366 30014454 2 41,372 21,514 19,859 30011196 4 497,67-7 411,595 85,981 RAYMONOEZ-R45TT SERIAL# EZ-14-DF52990 ROADTEC BB2500E SHUTTLE BUGGY SERIAL P 2500�055 30016105 0 297,665 59,533 238,132 MATERIAL REBUILD-CATERPILLAR DGT(136727) SERIAL#: RJS001 76 REPAIR 30003089 10 392,321 392,321 0 30016825 0 285,904 57,181 228,723 ROADTEC-SB2500D SERIAL#: S02500DX895 REBUILD-CATERPILLAR D9T DOZER SERIAL RJS00877 RPR 30014333 2 779,600 405.392 374,208 30016817 C 183,351 36,670 146.681 ROADTECSP-200E SERIAL#: SP200&3004 REBUILD-HITACHi EX-1200-513 SERIAL FF01 SFO003132 RPR 30002237 6 65,000 65,000 C 30016814 0 278,444 55,689 222,755 ROBBINS-OVERLAND CONVEYOR SERIAL NOI REBUILD-POTAIN MD560 SERIAL 9: 91986 RPR 30004739 15 12,512 12,512 C 30016813 0 278,444 55,689 222,755 ROSISHAW-30'Sq... SERIAL S333S REBUILD-POTAIN MD560 SERIAL 91987 RPR 3000,4740 16 12,512 12,512 0 30016812 0 298,567 59,713 238,854 ROBISHAW-3W Square SERIAL S334S REBUILD-POTAIN MD560 SERIAL 93170 RPR 30004644 56 6.106 6,106 0 3D013588 2 248.971 177,268 71,704 ROSISHAW405 SERIAL#: SISO REBUILD-VAR 2600 SERIAL REPAIR47-60-000002 30004673 15 18,768 18,768 0 30004500 7 19,368 19,358 0 ROSISHAW-S70 SERIAL#: E431 REEL-O-MATIC-SP-NK6 SERIAL#: 2-5014000 30004681 15 12,763 12,763 0 30005285 9 135,653 136,653 0 ROBISHI SERIAL#: RK29 REPAIR CAT 966 LOADER SERIAL#: ffNiA 30004667 15 12,763 12,763 0 30016045 1 138,113 27,623 110,490 ROBISHI SERIALM SR51 REPAIR LIEBHERR HS 895 HE SERIAL#: 1 M246 RPR-1 30004668 38 8,960 8,960 0 30005307 7 101.115 101,115 0 ROSISHAW-S70 SERIAL SR52 REPAIR MANITOWOC CRANE SERIAL#: #NIA 30004684 15 18,768 18,768 0 300052154 10 383.236 383.236 0 ROBISHAW-S70 SERIAL E872 REPAIR MANITOWOC CRANE SERIAL 4: 30004669 38 8,960 8,960 0 30012183 3 766,713 545,899 220,813 ROSISHAW-S70 SERIAL SR53 REPAIR TO MANITOWOC 888(15-2165) SERIAL#: 30004670 38 8,960 8,960 0 30014554 2 151,389 78,722 72,667 ROBISHAW-S70 SERIAL#: SR54 REPAIR-CATERPILLAR 16H SERIAL#: REPAIR-SZJ00259 30004682 15 12.763 12,763 0 30012683 3 440,847 313.883 126,964 ROBISHI SERIALM RK31 REPAIR-CATERPILLAR 16H 108-1167) SERIAL#: REPAIR-6ZJ00146 30004666 5 11,324 11,324 0 30011111 4 328.702 309,769 18,933 ROBISHAW-570 SERIAL#: E394B REPAIR-CATERPILLAR DION SERIAL#: 30004688 17 32,000 32,000 0 30013015 2 221,704 157,853 63,851 ROBISHAW-1570 SERIAL#: E1016 REPAIR-CATERPILLAR DRT SERIAL#: REPAIRI 300D4847 5 12,785 12,765 0 30014503 2 450,351 234.182 216,168 ROBII SERIAL#: E399 REPAIR-LIEBHERR 630 EC-H40 SERIAL 4: REPAIR40899 30004674 32 9.994 9,994 0 30016818 0 231,916 45,383 185,533 ROBISHAW-670 SERIAL#: SR26 REPAJR-LIESHERR-630ECH40 SERIAL#: 43005 RPR 30004675 32 9,994 9,994 0 30016815 0 160,842 32,168 126,673 ROBISHAW-S70 SERIAL#: SR33 REPAIR--I ERHE RR-H S 895 SERIAL#: 188246 RPR-2 ALL o&6kWkfbii ON THIS-REPORT-SHOULD"iJg ikikrIED AS CONFIDENTIAL UNLESS SPECIFICALLY SfW96-0THjjjWIjE-- - Page 58 of 120 052 6/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT I Mach 8 Equip Recon Acd 1 Mach 8 Equip Racon aoce ASSET# AGEfYRS COST ACCUM DEPR BOOK VALUE ASSET# AGEtYRS COST ACCUM DEER BOOK VALUE 30004676 5 10,548 10,548 0 30004951 5 13,339 13,339 0 ROBISHAWS70 SERIAL#: E517A RDBISHAW-57020' SERIAL#: ED1765 30004678 M 12,763 12,763 0 30004737 15 16,000 16,000 0 ROBISRAW-S70 SERIAL#: E426B RORISHAW-S-70 Duo Float SERIAL III: E1255A 3DO04679 15 12,763 12,763 0 30004861 11 14,000 14.000 0 ROBISI-AWS70 SERIAL E428A ROBISHAW-S70 DUOFLOAT SERIAL#: E1536B 30004683 15 18,768 18,768 0 30004036 5 11,904 11,904 0 ROBISHAW57D SERIAL E671 ROBISHAW-S-70 Duofloat SERIAL#: E01725 3DO04680 15 12,763 12,763 0 30004832 9 16,P00 16.000 0 ROBISHAWS70 SERIAL#: RK27 RDBISHAW-S-70 Duofloat SERIAL#: E01710 30004672 15 18,768 18,768 0 300M33 9 16,000 16,000 0 ROBISHAWS70 SERIAL#: E430 ROBISHAWS70 Duofloat SERIAL#: ED1719 30004661 15 18,768 18,768 0 30OD4826 5 11,727 11,727 0 ROBISHAWS70 SERIAL#: E410 ROBISHAWS70 Duofloat SERIAL#: E01726 30004649 5 7,504 7,504 0 30004862 11 14,000 14,000 0 ROBISMW-570 SERIAL#: N139B RDBISHAW-S-70 DUOFLOAT SERIAL#: E1541A 30004650 10 10,D00 10,000 0 30004834 9 16,000 16,000 0 ROBISHAWS70 SERIAL#: N140B ROBISHAW-S-70 Duofloat SERIAL#: ED1720 30004652 5 11,366 11,366 0 30004835 9 16,000 16,000 0 ROBISHAWS70 SERIAL#: E212 ROBISH'AWS70NOW SERIAL#: ED1702 30004654 11 19,000 19,000 0 30004695 15 16.000 16.000 0 ROBISHAWS70 SERIAL# F243 ROBISHAW-S-700uofloals SERIAL E1000A 30004656 10 20,000 20,000 0 30004714 10 10,000 10,000 0 ROBISHAWS70 SERIAL C128 ROBISHAWS70 Duo#oets SERIAL#: E953B 30004656 38 6,903 6,903 0 30OM701 5 9,709 9,709 0 ROBISHAWS70 SERIAL#: C129 ROBISHAW-9-70 Duafloafs SERIAL#: E7088 30004658 43 17,004 17,004 0 30004715 9 13,000 13,000 0 ROBISRAWS70 SERIAL E241 ROBISHAWS70 Duofloats SERIAL E811A 30004647 10 20,000 20,000 0 30004696 15 16,000 16,000 0 ROSISHAWS70 SERIAL#: N129 ROBISHAW-8-70 Ducfloata SERIAL 9'. E1062A 300D4685 15 12.763 12,763 0 30004716 M 14,993 14.993 0 ROBISMAW-570 SERIAL 9: E015A ROBISHAW-8-70 Duofloats SERIAL#: E932A 300D4848 5 7,780 7,780 0 30D04702 14 14.993 14,993 0 ROBISRAWS70 SERIAL#: E366B ROBISHAWS70 Duofloats SERIAL#: E910A 30004660 15 18,768 18,768 0 30004713 5 9,863 9.863 0 ROBISHAW-370 SERIAL#: E400 ROBISHAW-S-70 Duofloets SERIAL#: E953A 30004665 5 10,547 10,547 0 300P4697 5 9,701 9,701 0 RDBISHAW.S70 SERIAL#: E392B ROBISHAWS70 Ouofloats SERIAL#: E1061A 3D004662 15 18,768 18,768 0 30004699 14 14.993 14,993 0 ROBISHAW-S70 SERIAL#: E411 ROBISHAW-S70 Duafloals SERIAL#: E696A 30004663 15 18,768 18,768 0 30D04696 15 16,000 16.000 0 ROBISHAWS70 SERIAL#: E288 ROBISHAWS70 Duoflwts SERIAL#: E1060B 30004664 15 18.766 18,768 0 30004700 5 9,699 9,699 0 RO51SHAW-870 SERIAL#: E439 ROBISHAWS70 Duoflosts SERIAL E764A 30004846 5 10,604 10,604 0 30004818 11 9,000 9,000 0 ROBIS14AWS70 SERIAL#: E324 ROBISHAWS70 End Rake SERIAL#: RK88 30016227 1 5,448 1,090 4,356 30004819 11 9,000 9,000 0 ROBISHAWS70 SERIAL : E422A RDBISHAW-S-70 End Reka SERIAL#: RK89 30004843 5 17,617 17,617 0 30004831 5 19,411 19,411 0 ROBISHAWS70 SERIAL#: E1336 ROBISIIAWS700uadrefloal SERIAL#: E01781 30004944 5 17,645 17,645 0 30OM29 5 19,411 19.411 0 ROSISHAWS-70 SERIAL#: EQ1700 RDBISHAW-S-70 Ouadreflaat SERIAL#: EQ1770 30004850 5 13,337 13,337 0 30004828 5 19,405 19,405 0 ROBISHAWS7020' SERIAL# ED1764 ROBISHAWS70 Qusdrafloat SERIAL#: E01777 3DO04849 5 13,134 13,134 0 30004827 5 19,411 19,411 0 ROBISHAWS7020' SERIAL#: ED1744 RDBISHAW-S-700uadrefloat SERIAL#: EQ1774 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED A3 CONFIDENTIAL UNLE33 SPECIFICALLY STATED OTHERWISE Page 59 of 120 -.... ... , ,,, 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Eq u I p Recon Aect Mach&Equip Recon Acct ----------------------- ASSET# AGEfYRS COST ACCUMIDEPIR BOOKVALUE ASSET4 AGElYRS COST ACCUMIDEPIR BOOKVALUE 3DO04731 9 26,000 26,000 0 30004727 19 31,1538 31,838 0 ROBII QuadmI SERIALM E1052 ROBISHAW-S-70 Quadmfioats SERIALM E823 30004830 5 19,410 19,410 0 30OD4726 10 20,000 20,000 0 ROBISHAW-S-70 Ouad.fit SERIAL#. E01779 ROBISHAW-S-70 Qmdmfiuts SERIAL 4: E792 30004734 15 26,500 26,600 0 30OD4725 11 22,000 22,000 0 RCBISHAWS-70 Quadmfloat SERIALM E1218 ROBISHAW S 70 O..dflut. SERIALM ElM 30004860 11 30,000 30,000 0 30004724 6 15,754 15,754 0 ROBISHAW-S-70 QUADRAFLOAT SERIALM E1530 ROBII Quadmfiwts SERIAL#. E1014 30004859 11 30,000 30,000 0 30004722 19 31,838 31,638 0 ROBMMWS70 GIJIADRAFLOAT SERIAL 0: E1545 ROBISHAW-S-70 Qu.dmfi.ats SERIAL 4: E1008 30004856 11 30,000 3C,000 0 30OD4692 15 26,500 26,500 0 ROBISHAW-S-70 QUI SERIAL 0 E1528 RORISHAWS70 QuadWoats SERIAL E1053 30004732 15 26,500 26,500 0 30004690 15 26,500 26,500 0 ROBISHAWS70 Q..d.fl.t SERIALM E1197 ROBISHAWS-70 QusdRffloats SERIAL E1050 30004735 5 15,674 15,574 0 30004719 9 21,000 21,000 0 ROBISHAW-8-70 Quadrafi"t SERIAL# E1219 ROBISHAW-S-70 Quadmiloat. SERIAL# E940 30004718 10 20,000 20,000 0 30004717 19 31,839 31,838 0 ROBISHAW-S-70 Qu.d.fi.W SERIALM E938 ROSISHAW-S-70 Q..d.f.t. SERIAL#. E926 30004691 16 26,500 26,500 0 30004693 15 26,500 26,500 0 ROBISHAW-S-70 QuedfteM SERIAL 4 E1051 ROBISHAW-S-70 Q.adfi.t. SERIAL 4: E1055 30004708 19 31,838 31.838 0 30004723 5 15,754 15,754 0 ROSISIiAW870 Qu.dmf.ra SERIAL#! E669 ROBISHAW-S-70 Q..d.fl..to SERIAL# E1013 3000,4710 5 15,735 15,735 0 30004813 11 18,500 18,500 0 ROSISHAWAS-70 Qu.d.flo.t. SERIAL 4: E764 ROBISKAW-S-70120 SERIAL A El 134A 30004711 19 31,838 31,8238 0 30OD4815 11 18.500 18,500 0 ROBISI-tkWS70 Qu.dmfl. SERIAL#: E769 ROHISHAW-S-MO SERIAL# El 135B 30004707 6 15,735 15,735 0 30004814 11 18,500 18,600 0 ROBISHAW-S-70 QuadmIlI SERIALM E1034 ROBISHAW-S-70M SERIALM El 135A 30004689 5 15,297 15,297 0 3GOD4802 14 31,810 31,810 0 ROBISHAW-S-70 Quadmilloats SERIALM E1048 ROSISHAW-S-70140 SERIAL#: E1119 30OD4712 19 31,&M 31,838 0 30004810 11 26,500 26,500 0 ROIDISRAW S 70 QuadralloaW SERIAL#: E893 ROBISHAW-S-70/40 SERIAL#: E1123 30004720 5 16,764 15,754 0 30004805 11 19,000 19,000 0 ROBISIiAWS70 QLadmfloa(s SERIAL 4: E739 ROBISHAW-S-70/40 SERIAL#' E311 3GOD4706 10 20,01)) 20,000 0 30004804 14 21,810 21,810 0 ROSISHAW-S 70 Qu.d.fi.M SERIALM E1033 ROSISHAW-570140 SERIALM E444 30OD4705 19 31,838 31,838 0 30004811 11 26,500 26,500 0 ROBISHAW-S-70 Quadmfi"ts SERIALM E964 ROSISHAW S-70140 SERIALM E1124 30004730 19 31,838 31,1338 0 30OD4807 11 26,500 26,500 0 ROBISHAW-&70 Qu.d.fi.b SERIAL#: E884 ROBISHAW-S-70140 SERIALM E1120 30004820 10 20,000 20,000 0 30OD4808 11 26,500 26,500 0 ROBISHAW-S-70 QLADRAFLOATS SERIAL# E1037 RODISFIAW-S-70/40 SERIALM E1121 300064704 19 31,838 31,838 a 30004809 11 26,500 26,500 0 ROBISHAW-S-70 Qu.d.fost. SERIAL# E903 ROBISHAW-S-70140 SERIALM E1122 30004709 19 31.838 31,838 0 30004657 38 986 986 0 ROBISHAW-S-70 QuadrOoals SERIAL# E704 ROBISHAW-SPUD ASSY SERIALM S127 3000-4703 10 20,000 20,000 a 30016560 0 12,703 2,541 10,162 ROBISHAW-S-70 QuadraAoals SERIAL# E894 ROHISHAW-SPUDASSY SERIALM S171 3DOG4721 19 31.838 31,1538 a 30000441 20 2,800 2,600 0 RORISHAW-3-70 Quadmflools SERIAL# E946 ROMEJAW-20-28S SERIA-4 10TAW15955 3000-4729 5 15,753 15,753 a 30015156 1 60,723 31,576 29,147 RODISHAW-940 Qu.d.% Is SERIAL# Ee74 ROSMLEEBOY SWEEPPRO 4930 SERIALM 126177 3DO04694 15 26.500 26,500 0 30015507 1 58,3a5 11,677 46,706 ROSISHAWS?U QuadmfloaIs SERIAL#, E1068 ROSCO-LEEBOY-SWEEPPRO SERIALM 493o-119339 3DO04728 19 31,838 31,638 a 30001866 20 48,625 48,625 0 ROBII Quadmfloets SERIAL 4 EB70 ROSEWOOD-I0X32 SERIAL#: R54291032 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 60 of 120 052 5/1512017 EQUIPMENT' AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT -_...- _---. Mach S,Equlp Racon Acct .,,. � � Mach 8 Equip Rewn Acct ....,...,_,,.. ..... ASSET# AGE)YRS COST ACCUM DEPR BOOK VALUE ASSET# AGEYRS COST ACCUM DEPR BOOK VALUE 30001879 19 41,656 41,666 0 30005039 8 62,460 62,460 0 ROSEWOOD-12'z40' SERIAL R66771240 SCHWING-SP750-18E SERIAL#: 171012800 30000961 6 41,275 41,275 0 30016671 0 91.491 18,298 73,193 SABRE-OTA52 SERIAL 4. 41-2473 SCULLY'S INC-2494VWB2 SERIAL#: GOK01906H617 30000962 6 41,275 41,275 0 30001457 14 22.645 22,645 0 SABRE-OT452 SERIAL#: 41-2474 SDMO-GENERATOR 170USII SERIALM 334085421001 3DOOD964 6 41,275 41,275 0 30001506 13 12.860 12.860 0 SABREATJ52 SERIAL#: 41-2476 SDMO.JS60MIA SERIAL : WOWS 30000963 6 41,275 41,275 0 30015484 1 500,000 260,000 240,000 SABRE-OT452 SERIALM 41-2475 SEATTLE SPUD BARGE SERIAL#: M7079 30011797 3 7,510 6,212 1,298 30016745 0 179,444 35.889 143,655 SALTYS-500 BARREL FLAT BOTTOM SERIAL#: 4S9SV46107TU94126 SEBHSA-BD-3117-OR SERIAL#: 1.493 30016656 1 7,726 4,018 3,708 30014369 2 619,295 270,033 249,262 SALTYS-500 BARREL FLAT BOTTOM SERIAL#: 4S9SV4B147084939 SHERMAN REILLY-PTR-7230 SERIALM 123WM4027EIT30023 30012031 3 40,000 33,088 6,912 30011579 4 173,940 143,883 30,057 SANDVIK-COMMANDO DC301R SERIAL : 108M12007-1 SHERMAN REILLY-U1000XA SERIAL#: 123WM1710CIT17666 30011113 4 165,320 156,798 9.522 30015447 1 98,775 51,363 47,412 SANDVIK-TFX 50010-16 SERIAL#'. RIGHT SHERMAN REILLV-U7500A SERIAL#: 123WM2014CIT17668 3000IB68 19 22,337 22,337 0 30011808 3 38,950 32.219 6,731 SATELLITE-Lab Trailer SERIAL#. 326535 SHOP BUIILT-20'SUPERINTENDENT SERIAL#: NWS02018150013 30001840 22 36,055 36,055 0 30001796 27 29.032 29,032 0 SATELLITE-LAB TRAILER SERIAL NMOSS133 SHOP BUILT- SERIAL#: CSlSD8090 30013194 5 11,6W 11,600 0 30001852 20 32,755 32,755 0 SCELZI-PIPE DOLLY SERIAL#: 91127632 SHOPBUILT- SERIAL 0, 24-10 01 30002324 6 87,552 87,552 0 30001830 23 37,537 37,537 0 SCHAUENBURG MAB-DPM-362 SERIAL#: H3623 SHOP BUILT- SERIAL#: 15008 30002323 6 14,083 14,083 0 30001812 24 134,247 134,247 0 SCHAUENBURG MAB-MAB 14W SERIAL 0: 30-W-000001 SHOP BUILT- SERIAL#: 1243392 30003817 14 304,550 304,550 0 30001819 19 15,B36 15,836 0 SCHEUERLE-PEKZ 180.12.4 SERIALM W098756252PS17632 SHOP BUILT- SERIAL#: CS15W193 30003810 15 267,502 267,502 0 30001835 22 93,984 93,984 0 SCHEUERLE-PEKZ 180.12.4 SERIAL#: W0986762211PS17431 SHOP BUILT- SERIALM TTL09940002 30003806 16 267,5DO 267,500 0 30001779 31 12,008 12,008 0 SCHEUERLE-PEKZ 190.12.4 SERIAL#'. W098676UIPS17433 SHOP BUILT- SERIAL#: 24-14-DOOW7 30003807 15 267,5DO 267,500 0 30016533 1 41,305 21,479 19,826 SCHEUERLE-PEKZ 180.12.4 SERIAL 4: WWW6221PS17434 SHOP BUILT-20'ELECTRIC CONNEX SERIALM PJPD2018160009 30003808 15 267.501 267.501 0 30012244 3 38,950 27,732 11,218 SCHEUERLE-PEKZ 180.12,4 SERIAL#: W098676221PS17435 SHOP BUILT-20'FOREMAN SERIALM NWS02010150014 30003818 14 304,551 304,551 0 30012241 3 34.900 24.849 10.051 SCHEUERLE-PEKZ 180.124 SERIAL#: WD987566232PS17531 SHOP BUILT-20'FOREMAN' SERIAL#: NWD02018150009 30003609 15 267,501 267,501 0 30012227 3 33,950 24,172 9,778 SCHEUERLE-PEKZ 160,12.4 SERIAL#: W098676221PS17436 SHOP BUILT-20'LUNCH SERIAL NWLC2018140005 30003811 15 267,502 267,502 0 30012238 3 33,950 24,172 9,778 SCHEUERLE-PEKZ 180.12.4 SERIAL#: W09867BUIPS17432 SHOP BUILT-20'LUNCH SERIAL#: NWLC2018140006 30003804 15 223.626 223,626 0 30015361 1 24,961 12,980 11,981 SCHEUERLE-PPUZ320 SERIAL 4: W098670001PS17471 SHOP BUILT-20'PARTSIFILTER STORAGE SERIAL SHPS201950WI6 30003805 15 223.627 223,627 D 30012829 2 48,000 34,176 13,824 SCHEUERLE-PPUZ320 SERIAL : WDS8670001PS17472 SHOP BUILT-20'SHOP CONNEX SERIAL 4: NWSH2O11;30W01 3DO05017 17 41,725 41,725 0 30015534 1 54,735 28,462 26,273 SCHWING-BPA460 SERIALM 171460087 SHOP BUILT-40'SPINE CONNECTOR SERIAL 0: PJBC4018130DO7 30005010 15 12,500 12,500 0 3/1011964 3 68,107 56,338 11,769 SCHWING-BPA500 SERIAL#: 1716COD47 SHOPBUILT-8WA SERIALM 102017.1925 3OU12572 3 26,563 18.913 7,650 30011909 3 25,006 20,685 4,321 SCHWING-KSP 25 H(K) SERIAL#. KSP.25.10.1262.177 SHOP BUILT-FILTEWPARTS CONATINER SERIAL#: SHFS201844W05 3DO12476 3 183.940 130,966 52,975 30015535 1 25,006 13,003 12,D03 SCHWINGSP 480 E 202&6 SERIAL 4: 4800111 SHOP BUILT-FILTERIPARTS CONTAINER SERIAL#'. SHFS2018440008 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 61 of 120 .. 052......... _-... ____. ._5/1 512 0 1 7 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT F .............................. .......illllach&�n Aoct j Mich ikiliquip Recon Aect ASSET* AGE/YRS COST ACCUIVIDEPR BOOK VALUE ASSET# AGE/YRS COST ACCUIVIDEPR BOOK VALUE .................. 30015348 1 34.150 17,768 16,392 30013490 3 75.000 62,040 12,960 SHOP BUILT-LOCKER CONTAINER 20' SERIAL N: NWLR2018160017 SHOP BUILT-10'CONEX PDC SERIAL#: PDCO21211 30011884 3 28,000 23,162 4,838 30013492 3 58,776 73,435 15,340 SHOPSUILT PARTSCONTAINER SERIAL#: NWP52018500075 SHOP BUILT 19 CONEX PDC SERIAL 4: PDC101213 30012830 2 50,000 35,600 14,400 30013209 5 75,000 75,000 0 SHOP BUILT-SHOP BUILT 20'HOSE CONNEX SERIAL# NWHC2083201021 $HOPBUILT.10'CONEXPDC SERIAL 4: PDC0911U 30011885 3 22,000 18,198 3,802 30013491 3 88.776 73,435 15,340 SHOP BUILT-SHOP CONTAINER SERIAL# NWFS201844DO73 SHOP BUILT-10'CONEX PDC SERIALM PDC101212 30011886 3 22,000 18,198 3.802 30013207 5 65,000 65,000 0 SHOP BUILT-SHOP CONTAINER SERIAL M NWFS201WW74 SHOP BUILT.10'CONEX PDC SERIAL#. PDCN1101 30010958 4 45,000 42,408 2,592 30013403 4 75,000 70,660 4,320 SHOP BUILT-TOOL STORAGE SERIAL 4: PSCIO1206 SHOP BUILT-1 0'CONEX PDC SERIAL 4: PDG021210 30010957 4 45,000 42,408 2,592 30013208 5 75,000 75,000 0 SHOP BUILT-TOOL STORAGE SERIAL 4 PSC101205 SHOP BUILT-1 0'CONEX PDC SERIAL 4. PDCM1102 30015225 1 18,500 9,620 8,880 30003012 19 10,350 10,350 0 SHOP BUILT 20'BARREL SERIAL# SHOP BUILTA OX14 AGGREGATE HOPPER SERIAL 4 CM09970013 30015226 1 113,500 9,620 8,880 30004997 6 70,000 70,000 a SHOP BUILT 20'BARREL SERIAL# SHOP BUILT-15 CY MUCK CAR SERIAL# HS-0614 30016227 1 18,500 9,620 8,880 30002078 22 67,446 67,446 0 SHOP BUILT 20'BARREL SERIALM SHOP BUILT-2 Rn Recycle Feeder SERIALM 2BF07940001 30015209 1 50,000 26,000 24,000 30013563 2 11,950 8,508 3,442 SHOP BUILT 20'HOSE SERIAL ft: NWHC2018320024 SHOP BUILT-20 SERIALM 5150.72 30015208 1 50,000 26,D00 24,000 30013562 2 16,B42 1 1,B49 4,793 SHOP BUILT 20'HOSE SERIAL# NWHC2018320023 SHOP BUILT-20 SERIAL#: 5150.71 30015207 1 50,000 26,000 24,000 30013561 2 26,556 18,90B 7,648 SHOP BUILT 20'HOSE SERIAL#. NWHC2018320022 SHOP BUILT-20 SERIAL#: 5150.70 30016211 1 34,150 17,758 16,392 30013560 2 17,261 12.290 4,971 SHOP BUILT 20'LOCKER SERIAL 4: NWI-R20181000713 SHOP BUILT-20 SERIAL# 5150.69 30015206 1 34,150 17,758 16,392 30013569 2 12,658 9,013 3,646 SHOP BUILT 20LOCKER SERIALM NWLR201 8160020 SHOP BUILT-20 SERIAL V 5150.68 30016212 1 33,950 17,654 16,296 30013568 2 11,950 8,508 3,442 SHOP BUILT 201 LUNCH SERIAL#; NWLC2018140079 SHOP BUILT-20 SERIAL#: 5150.67 30015210 1 47.600 24,752 22,848 30013557 2 36,293 25,840 10,452 SHOP BUILT 20'PRIESSURE WASH SERIALM NWPW2010630028 SHOP BUILT-20 SERIAL 4: 6150,66 30014885 2 38,950 20,254 18,696 30013556 2 21,776 16,504 6,271 SHOP BUILT 20'SUPERINTENDEN SERIAL III: NWS02018150016 SHOP BUILT 20 SERI&P: 515065 30015213 1 38,950 20,254 18,696 30013564 2 15,933 11,345 4,589 SHOP BUILT 20'SUPERINTENDENT SERIAL# NWS02018150060 SHOP BUILT-20 SERIAL 515073 30016186 1 133,360 26,670 106,680 30001970 7 36'000 36,000 0 SHOP BUILT 980 TRAP FEEDER SERIAL# VIN TR217594 SHOP BUILT-2W SERIAL 155.63-2006 30010114 4 35,077 29,015 6,061 30013262 5 30,000 28,272 1,728 Shop Built Conference Gonnex SERIAL# 5150.10.2012 SHOP BUILT-20' SERIAL MCO212U 30010112 4 20,233 16,737 3,496 30013263 6 30,000 28,272 1,728 Shop Built Fkor/Peft Connexes SERI&#: 5150.26 2012,1 SHOP BUILT-20' SERIALM MCO21205 30010113 4 20.233 16,737 3,496 30013261 5 30,000 28,272 1,728 Shop Built FtterlPaft Commes SERIAL 4: 5150.28,2012.2 SHOP BUILT-20' SERIAL# MC011203 30010108 4 37,465 30,991 6.474 30013260 5 30,000 28,272 1,728 Shop Built Offlce Connex SERI&#: 5150.06.2012 SHOP BUILT-20' SERIAL#: MC011202 30010110 4 29,152 24,114 5,037 30013547 2 36,292 25,840 10,452 Shop Built ParWST&S Cwnex SERIAL M 6150.12.2012 SHOP BUILT-20' SERIAL M 30010111 4 43,791 36,224 7,567 30012205 3 32,950 23,460 9,490 Shop Bulk Shop Connox SERIAL# 5160 14.2012 SHOP BUILT-20BREEZEWAY CONNECTOR SERIALM NWBC21)18130083 300101139 4 36,041 29,813 6,228 30013416 4 36,000 29,779 6.221 Shop Built SupedIrtandent Office Cwnex SERIAL 4 5150,0821312 SHOP BUILT-20'CUSTOM CONEX SERIALM MC121215 30013215 5 76,000 75,000 0 30013409 4 36,000 29,779 6,221 SHOP BUILT-10'CONEX PDC SERIAL* PDC091103 SHOP BUILT-20'CUSTOM CONEX SERIAL#: MC0812M ALL moitmI ON THIS REPORT'SHOULD i3E TREATED AS CONFIDENTIAL-UNLESS SPECIFICALLY C)THkRwisr= .... .......... Page 62 of 120 062 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT _.. .......,_. Mach B Equip Rayon Acct Mach&Equlp Recon Acct -- ...._- .. ... ._... _, ....._ .._ .. _.._ ASSET# AGF S COST ACCUM DEPR BOOKVALUE ASSET# AGEYRS COST ACCUM DEPR BOOKVALUE 30013410 4 36,000 29,779 6,221 30015686 1 17,078 6,881 8,197 SHOP BUILT-20'CUSTOM CONEX SERIAL M MC061209 SHOP BUILT-20'TOOL CONNEX SERIAL M 5150.26.2012 30013412 4 36,000 29,779 6,221 30014540 2 48,000 24,960 23,040 SHOP BUILT-20'CUSTOM CONEX SERIAL#: MC091211 SHOP BUILT-20'SHOP CONNEX SERIALM NWSH2O103D0004 30013413 4 36,000 29,779 6,221 30002219 24 14,415 14,415 0 SHOP BUILT-20'CUSTOM CONEY SERIAL#: MC101212 SHOP BUILT-30"X65' SERIAL LTC0Ao002 30013414 4 36,000 29,779 6,221 30015843 1 1,534 798 736 SHOP BUILT-20'CUSTOM CONEX SERIAL#. MC101213 SHOP BUILT-30X30 SERIALM GS1293890D 30013415 4 36,000 29,779 6,221 30002214 25 22,796 22,796 0 SHOP BUILT-20'CUSTOM CONEY SERIAL 4: MC111214 SHOP BUILT-38" SERIAL#'. 12951A 30013411 4 36,000 29,779 6,221 30002263 8 36,230 36,230 0 SHOP BUILT-20'CUSTOM CONEX SERIAL#: MC091210 SHOP BUILT-36"X 50'CONVEYOR SERIAL#', 519.302006.1 30010442 3 41,305 34,188 7,138 30002264 8 36,230 36,230 0 SHOP BUILT-20'ELECTRIAL LIST SERIAL#: 4503.01.2012 SHOP BUILT-38"X 50'CONVEYOR SERIAL#: 5190.30.20082 30012196 3 41,305 34,168 7.138 30002265 8 36,230 36,230 0 SHOP RUILT-20'ELECTRIC SERIALM PJPD2 01 8180006 SHOP BUILT-36"X SO-CONVEYOR SERIALM 5190.30.2008.3 30011360 4 41.305 34,168 7,138 30002262 8 36.229 36.229 0 SHOP BUILT-20'ELECTRIC CONNEX SERIAL#', 4529,01.2012 SHOP BUILT-36"X 55'CONVEYOR SERIAL 5190.19.2008 30012206 3 31,400 22,357 9,043 30013665 2 49,836 35,483 14,353 SHOP BUILT-20'ELECTRICAL SERIAL#. NWP0201816OD82 SHOP BUILT40 SERIALM 5150.74 300145" 2 41,305 21,479 19,826 30012279 3 54,735 38,971 15,764 SHOP BUILT-20'ELECTRICAL CONNEX SERIAL#: PJP02018160W8 SHOP BUILT40'SPINE CONNECTOR SERIAL#: 4502.01,2012 30015687 1 23,289 12,110 11,179 30014549 2 54,735 28,462 26,273 SHOP BUILT-20'ELECTRICAL CONNEX SERIAL#: 5150.26.2012 SHOP BUILT40'SPINE CONNECTOR SERIAL#', PJBC4016130009 30001775 32 20,594 20,594 0 30012194 3 54,735 45,277 2,458 SHOP BUILT-20 FOOTER SERIAL#: 15024 SHOP BUILT40'SPINE CONNECTOR SERIAL#: PJBC4018130006 30015683 1 20,701 10,765 9,937 30011359 4 54,735 45,277 9,458 SHOP BUILT-20 LOCKER CONNEX SERIAL 4: 5150.11.2012 SHOP BUILT49 SPINE CONNECTOR CONNEX SERIALM 4529.01.2012 30011368 4 34,150 28,249 5,901 30011777 3 54,736 45,277 9,458 SHOP BUILT-20'LOCKER ROOM SERIAL#: 5150.22.2012 SHOP BUILT40'SPINE CONNECTOR CONNEX SERIALM 4531.01.2012 30011241 4 64,636 53,467 11,169 30001981 9 127,340 127,340 0 SHOP BUILT-20'LUBE CONTAINER SERIAL#: IMOI55.1257 SHOP SUILT48'x102- SERIALM 1 UY V82487 NU750301 30002035 6 25,886 25,886 0 30004870 5 467,792 467,792 0 SHOP BUILT-20'OFFICE CONNEX SERIALM NONUGODO042 SHOP BUILT-595 SERIAL#: 21514PJ1672 30002034 6 32,703 32,783 0 30012693 3 28,000 19,936 8,064 SHOP BUILT-20'OFFICE CONNEX SERIAL#: NON00000022 SHOP BUILT-8 x 40 MAINTENANCE VAN SERIAL#: 690OW21 30002038 6 35,450 35,450 0 30004939 16 34,800 34,800 0 SHOP BUILT-20'OFFICE CONNEX SERIAL M NON00000032 SHOP BUILT-Sx10 LC SERIAL#: 52100300 30002033 6 27,004 27,004 0 30004937 17 32,000 32,000 0 SHOP BUILT-20'OFFICE CONNEX SERIAL#: 5150.37.2010 SHOP BUILT-6x10 LC SERIAL 52100100 30015684 1 19,666 10,226 9,440 30012690 3 8,200 5,838 2,362 SHOP BUILT-20'OFFICE CONNEX SERIAL#: 5150,05.2012 SHOP BUILTAX20 SERIAL#: 450090008 30011789 3 15.000 12,408 2,592 30012691 3 23,000 16,376 6,624 SHOP BUILT-20'OFFICE CONTAINER SERIAL#: NONUD000052 SHOP BUILT-840 SERIAL#: 450090DO9 30015685 1 11,903 6,190 5,714 30OM36 17 28.800 28,800 0 SHOP BUILT-20'PARTS CONNEX SERIAL#: 5150.24.2012 SHOP BUILT-13WO' SERIALM 62000109M 30012134 3 25,006 20,685 4,321 30002011 8 12,800 12,800 0 SHOP BUILT-20'PARTSIFILTER STORAGE SERIAL#: SHP52018500012 SHOP BUILT-WO BBL SERIAL#: BC2001091703 30014551 2 25,006 13,003 12,003 30002012 8 58,500 58.500 0 SHOP BUILT-20'PARTSlFIL7ER STORAGE SERIAL#: SHPS2018500014 SHOP BUILTA#O LUBE SERIALM 1.020-120M2 30012129 3 48,000 39,706 8,294 30001912 16 26,825 26,825 0 SHOP BUILT-20'SHOP SERIAL#: NWSH2O18300002 SHOP BUILT-8'X20'lufi mnnex SERIAL 24-264100001 30012198 3 48,000 39,706 8,294 30002020 7 65,100 65,100 0 SHOP BUILT-20'SHOP SERIAL NWSH2018300003 SHOP BUILT-8'x20'LUSE CONNEX SERIAL#: LC20-109 30015688 1 38,815 ZO,184 18,631 30001919 15 36,800 36,800 0 SHOP BUILT-20'SPINE CONNECTOR CONNEX SERIAL#: 5160.27.2012 SHOP BUILT-8YC'lufie tonne. SERIAL 0: 60521100 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 63 of 120 ....... 052 ...... . _,,, 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Recon Aact 1 CMach 3 Equip Recon Acct _. : .. ..... _. --------- __. . .. _ .._ .....__ .. ASSET# AGEYRS COST ACCUM DEPR BOOKVALUE ASSET# AGEnRS COST ACCUM DEPR BOOKVALUE 30001913 16 27,346 27,346 0 30013223 5 75,000 76,000 0 SHOP BUILT-BWO'lute connez SERIAL#: 2426-000002 SHOP BUILT-ELECTRICAL SERIAL#'. PDC111106 30002010 8 64,500 64,500 0 30013224 5 75,000 75,000 0 SHOP BUILT-800 SERIAL 4: 24-26-000004 SHOP BUILT ELECTRICALSERIAL#: PDC111107 30002009 8 74,750 74,750 0 30013226 5 75,000 75,000 0 SHOP BUILT-8x4O SERIAL 4; 24-26-000003 SHOP BUILT-ELECTRICAL SERIAL#: PDC111209 30001989 9 119,561 119,561 0 30016476 0 31,153 6,231 24,923 SHOP BUILT-SMO SERIAL#: 24-14-000012 SHOP BUILT-ELECTRICAL DISTRIB SERIAL#: NWPD201818OC30 300019BB 9 113,455 113,455 0 CONTAINER SHOP BUILT-WO SERIAL SCO907002 3001WO 0 11,778 2,358 9,422 30001987 9 32,700 32,700 0 SHOP BUILT-FILTERIPARTS CONTAINER 20' SERIAL#: NWFS2018440067 SHOP BUILT-8x0 SERIAL#: MCON7002 30011373 4 22,000 18.198 3,802 3D001986 9 30,750 30,750 0 SHOP BUILT-FILTERIPARTS STORAGE SERIAL#: PSC 041307 CONTAIN SHOP BUILT-BxC SERIAL#' GWU400293 30014550 2 25,006 13,003 12,003 30001984 9 72,000 72,000 0 SHOP BUILT-FILTERSIPARTS CONNEX SERIAL# SHFS201 H4400W SHOP BUILT-8X40 SERIAL#: MC0807001 30016479 0 10,938 2,18E 8,751 30001985 9 72,000 72,000 0 SHOP BUILT-FOG CONTAINER SERIAL : NWPS2018500061 SHOP BUILT-6X40 SERIAL#: SCON7001 30011367 3 34,900 28,869 6,031 30002018 7 74,750 74,750 0 SHOP BUILT-FOREMAN OFFICE SERIAL 9: 515030.2012 SHOP BUILT-8z40 LURE SERIAL : LC4M-0 2009 30011369 4 34,900 28,869 6,031 30002314 6 15,865 15,865 0 SHOP BUILT-FOREMAN OFFICE SERIAL#: 5150.20.2012 SHOP BUILT-966 PIT FEEDER SERIAL C CIS 11-06 130.65 30014542 2 38,950 20,254 18,696 30011328 4 17,000 14,062 2,93E SHOP BUILT-FOREMAN OFFICE SERIALM NWS02018IN016 SHOP BUILT-BARREL STORAGE CONNEX SERIAL#: L020101201 30002027 5 23.226 23,225 0 30011329 4 17,000 14,062 2,938 SHOP BUILT-HAZ MAT CONEX SERIAL : 515041.2011 SHOP BUILT-BARREL STORAGE CONNEX SERIAL P LC201012OW 30016481 0 35.654 7,131 28,523 30015333 1 28,200 14,664 13,536 SHOP BUILT-HOSE CONTAINER 20' SERIAL : NWHC2016320058 SHOP BUILT-CABLE REELER SERIAL : 162822-NIA 30001836 22 35,552 35,552 0 30013408 4 47,471 44,737 2,734 SHOP BUILT-HOT PLANT VAN SERIALM HPTV11940002 SHOP BUILT-CONE%20' SERIALM MG021207 30016326 1 25,866 5,173 20,693 30013527 3 36,000 25,632 10,368 SHOP BUILT-HYDROSTATIC TESTING SERIAL 4. SHOP BUILT-CONE%20' SERIAL#: MG121316 CONTAINER 30013407 4 47,471 44,737 2,734 30014547 2 34,150 17,758 16.392 SHOP BUILT-CCNEX 20' SERIAL#'. MCO212D6 SHOP BUILT-LOCKER CONNEX SERIALM NWLU01016DO19 30013628 3 36,000 25,632 10,368 30016475 0 20,605 4,121 16,494 SHOP BUILT-CCNEX20' SERIAL#: MG121317 SHOP BUILT-LOCKER ROOM CONATINER 20' SERIALM NWLR2018160051 30013531 3 3B,430 27,362 11,068 30011327 4 75,000 62,040 12.960 SHOP BUILT-CONEX 40' SERIAL#', WC121303 SHOP BUILT-LUBE CONNEX SERIAL#: LC20-1012-08 30013530 3 38.430 27,362 11,068 30015254 1 75,000 39,000 36,000 SHOP BUILT-CONE%40' SERIAL#: WC121302 SHOP BUILT-LUBE CONNEX SERIALM LC20101209 30013529 3 38,430 27,362 11,068 30015255 1 96,000 49,920 46.080 SHOP BUILT-CONEX 40' SERIAL#: WC121301 SHOP BUILT-LUBE CONNEX SERIAL#: TXL0201 MD0006 30001799 26 139,996 139,996 0 30015815 1 103,D00 53,560 49.440 SHOP BUILT-CONTROL TRAILER SERIAL : IH2RO4527EHOS0129 SHOP BUILT-LUBE CONNEX SERIAL#: TXL02018400007 30016428 0 65,489 13,098 62,391 30015816 1 103.000 53,560 49.440 SHOP BUILT-CUSTOM CRASH BODY SERIAL : SHOP BUILT-LUBE CONNEX SERIAL#: TXL02018400008 30016429 0 54,175 10,835 43,340 30001899 17 36,000 36,000 0 SHOP BUILT-CUSTOM CRASH BODY SERIAL : SHOP BUILT-LUBE CONNEX BOX SERIAL#: 1999368 30002305 15 36,000 36,000 0 30016817 1 103,000 53,560 49,440 SHOP BUILT-DRIVEOVER LOADOUTHOPPER SERIAL#: KP13058042600 SHOP BUILT-LUBE CONTAINER SERIALM TXL02018400009 30011873 3 41,305 34,168 7,138 30016810 1 103,D00 53,660 49,440 SHOP BUILT-ELECTRIC SERIAL#: PJPD201B180019 SHOP BUILT-LUBE CONTAINER SERIAL 4: TXL02018400010 30013222 5 75,000 75,000 0 30001964 11 103,688 103,688 0 SHOP BUILT-ELECTRICAL SERIAL#: PDC101105 SHOP BUILT-LUBE VAN SERIAL#: 24-14-000063 3W13226 5 75,000 75,000 O 30015682 1 18,114 9,419 8,695 SHOP BUILT-ELECTRICAL SERIAL#: POC101203 SHOP BUILT-LUNCH CONNEX SERIAL#: 5150.09.2012 ALL INFORMATIONON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 64 of 120 052 .... ----. ----. ----. ----. _.511512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach&Equip Recon Acet ulp Recon Acct .................. ASSET# AGE)YRS COST ACCLIMDEPR BOOKVALUE ASSET# AGFJYRS COST ACCUMDEPR BOOKVALUE ...... ...... 30014541 2 33,950 17,654 16,296 3001S497 0 39,909 7,982 31,927 SHOP BUILT-LUNCH CONNEX SERIAL 8: SHOP BUILT-SHOP CONTAINER 20' SERIAL# NWSH2018300054 30011365 4 33,950 28,083 5.867 30001781 7 31,500 31,500 0 SHOP BUILT-LUNCHROOM SERIAL A 5150.21.2012 SHOP BUILT-SHOP TRAILER SERIAL# 7T47370097 30016474 0 17,323 3,465 13,859 30001795 27 31,227 31,227 0 SHOP BUILTTUNCH ROOM CONTAINER 20' SERIALM NWLC2018140035 SHOP BUILT-SHOP TRAILER SERIAL4: GS1507689 3DO01951 13 54,830 54,930 0 30004957 6 132,705 132,705 0 SHOP BUILT-MaIntananos Van SERIAL 90206M SHOP BUILT-SINGLE AXLE LUBE BODY SERIAL* 5155.M.194012 30001956 12 75,419 75,419 0 30016478 0 34,850 6,970 27,880 SHOP BUILT-M.Int..ance Van SERIAL 1PTWACMS9004927 SHOP BUILT-SPINE CONNECTOR CONTAINER SERIA-4: NWBC4018130029 30001976 10 88.735 68,735 0 30011370 4 38,950 32,219 6,731 SHOP BUILT-MAINTENANCE VAN SERIAL# IIJYV524B2PD843701 SHOP BUILT-SUPERINTENDENT OFFICE SERIAL#: 5150.07.2012 30001887 15 32,1500 32,000 0 30004925 19 36.398 36,398 0 SHOP BUILT-Malmonance Van SERIAL# 2414-000013 SHOP BUILT-Tm&Body SERIAL# SS 12970066 30001962 13 65,612 96,512 0 30002291 16 106,309 106,309 0 SHOP BUILT-Malntenano Van SERIAL P IPT0IACH6S9020692 SHOP BUILT-Washinn Plant SCREEN SERIAL# 97H03H32 30001853 20 47,326 47,326 0 30016874 0 40,611 8,122 32,489 SHOP BUILT-MAINTENANCE VAN SERIALM TTV04980009 SHOP BUILT-WATER TANK KIT(REPURPOSE) SERIALM 2016-244-2 30001990 9 90,350 90,360 0 30016724 0 40,611 6,122 32,489 SHOP BUILT-MAINTENANCE VAN SERIAL#: IGRAAM25SWOU5750 SHOP BUILT-WATER TANK KIT(REPURPOSE) SERIAL# 3FRNF85B29V190909A 30001922 a 12,067 12,067 0 300118153 3 31,325 22,303 9,022 SHOP BUILT-MaIntenancellubs Van SERIAL#. TLV05990009 SHOP BUILT-WELDING SERIALM NWSH201 B300076 30001914 10 35,000 35,000 0 30015690 1 10,045 5,223 4,822 SHOP BUILT-MaintananceAubs Van SERIAL 4: TLV12980003 SHOPBUILT-FILTER CONNEX 20' SERIAL# 6150.01.2012 30001907 15 60,000 60,000 0 30009951 5 500 471 29 SHOP BUILT-M.I,tana../Lulne Van SERIAL 9: TLV12980002 SHOTORETE MACHINE SERIAL# 3348 30001909 14 30,000 30,000 0 30011266 4 762,683 630,892 131,792 SHOP BUILT-Msintenanc ule Van SERIAL N TV01990004 SHUTTUELIFT-ISL 70B SERIAL* 4571012 30001923 9 18,000 18,000 0 30011267 4 762,683 630,892 131,792 SHOP BUILT-Maintenance/Lulm Van SERIAL#: TLV07990011 SHUTTLFLIFT-ISL 708 SERIAL 4: 4501012 30DO1917 15 55.000 55,000 0 30000560 17 601,670 601,670 0 SHOP BUILT-MsIntnan./LuIa Van SERIAL* TLVO1990006 SHUTTLELIFT-ISI-100 SERIALM 262500 30001925 14 15,000 15,D00 0 30011098 4 536,988 506,058 30,931 SHOP BUILT-MaIntenorm/Lulne Van SERIAL M TLVO3990007 SHVITLIFLIFT-MODEL DB70 TRAVELING SERIAL 9: 4630113 3DO01870 a 1,000 4,000 0 GANTRY SHOP BUILT-OFFICE CONTAINER SERIAL 0: 24-14-000005 30011099 4 536,988 506,058 30,931 30016477 0 18.163 3,633 14,530 SHUTTUELIFT-MODEL DB70 TRAVELING SERIALM 4640113 GANTRY SHOP BUILT-OFFICE CONTAINER 20' SERIAL k NWS02016150045 3000,4738 16 32,000 32.000 0 30011374 4 29,050 23,989 5,011 SILVER SHIP-22'Uflllty SERIAL* VS139400F000 SHOP BUILT-PARTS CONTAINER SERIAL#. PSC 041306 30004839 13 70,875 70,875 0 30011876 3 68,702 48,656 10,144 SILVER SHIP-23'Unity SERIAL#: VS14180OC404 SHOP BUILT-PRESSURE WASH SERIAL# NWPW20la630077 30003570 41 5,425 5,426 0 30015347 1 47,600 24,752 22,848 SKAG(T-I" SERIAL#: 625 SHOP BUILT-PRESSURE WASH SERIAL 9: NWPW20I8630026 300145N 2 37.425 19,461 17,964 3001 1366 3 44,800 37,059 7,741 SMPMCELROY-76670654 SERIALM 1RCFWY25FI001458 SHOP BUILT-PRESSURE WASH CONNEX SERIALM 5150,35.2012 30012253 3 842,796 600,071 242,725 30014546 2 47,600 24,762 22,948 301LMEC-SR90 SERIAL N: 3439 SHOP BUILT-PRESSURE WASH CONNEX SERIAL* NWPW2016530027 30001662 6 17,842 17.842 0 3GO10496 4 48,379 45,592 2,7137 SOLAR TECHM52/3LR BERIAL# 460302 SHOP BUILT-PRESSURE WASH CONNEX 20' SERIALM 6105.90.2011 30001661 6 17,842 17,642 0 30010497 4 44,780 37,042 7,738 SOLAR TECH-MS2J3LR SERIAL# 460301 SHOP BUILT-PRESSURE WASH CONNEX 20' SERIAL M 5150.15.2012 30001660 6 17.842 17,842 0 30000903 15 32,309 32,309 0 SOLAR TECH-MS213LR SERIAL#. 460300 SHOP BUILT-SHOP BUILT SERIAL#: 17686 30001663 6 17.842 17,842 0 30015681 1 37,262 19,376 17,886 SOLAR TECHMSV3LR SERIAL# 460303 SHOP BUILT-SHOP CONNEX SERIAL* 5150.13.2012 L INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 65 of 120 052 5115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ............,_ .- _ ... . I Mach 8 Equlp Recon Aeet _ __. Mach&Equ-I ..... p Recon Acct 1 ASSET# AGE"$ COST ACCUM DEPR BOOKVALUE ASSET# AGEVRS COST ACCUM DEPR BOOKVALUE 30013544 3 40,548 28,870 11,678 30014324 2 51,900 26.988 24,912 SONATEST-VEO 16164 SERIAL#: 1OD8068 SUPERIOR-DT80J SERIALM 815991 30011612 4 79,265 65,568 13,697 30014326 2 51,900 26,988 24,912 SOUTHBELT-1090 BARBELL PORTABLE SERIAL M 16938-2 SUPERIOR-DT80J SERIAL#: 815992 VERTICAL 30004992 7 150,000 150,000 0 30011536 4 79,265 65,568 13,697 SWINGMASTER-181TC SERIALM 2007181TCLO249 SOUTHBELT-1080 SBL SERIAL 16938-1 30004993 7 150.000 150,0DO 0 30016774 0 3,358 672 2,687 SWINGWSTER-181TC SERIALM 200018ITCLO252 SOUTHWEST-HUME-DS-18 SERIAL 4: 15080 3OD15046 2 495.000 257,400 237,6W 30010375 5 143,225 134,975 8,250 TADAN0.ATF65G4 SERIAL#: WFN4RUFR492031368 SPERICAL GRAB BUCKET SERIAL 81249 30014315 2 875,000 455,000 420,000 30010376 5 153,079 144,262 8,817 TADANo-ATF7oG-4 SERIAL#: 20651a SPERICAL GRAB BUCKET SERIALM 1FOM00003 30016461 0 726,900 145,38C 581,520 30015B44 1 1,791 931 86D TADANO-GR-1000XL SERIALM 649612 STA-FAB-30'X50' SERIAL#: 69C3050 30000801 5 640.000 640,000 0 30002507 8 16,000 16,000 0 TADANO-GR1000XL2 SERIAL#: 54]448 STERLING-Atreus SERIAL#: 2FZAAKAKX2AJ74830 30013053 2 372.576 265,274 107,302 30002686 9 3,C11 3,011 0 TADANO-GRIWIJ 2 SERIAL#: 647381 STERLING-L7500 SERIAL#: 2FZAASDC95AUS3662 30014994 2 321.033 166,937 154,096 30016452 1 60,067 12,013 48,054 TADANO-GR1000XL2 SERIAL#: 547442 STERLING-1-V500 NATIONAL HIGHRAIL SERIAL#: 2FZHATAKX4AM16345 30011711 3 725.642 600,251 125,391 30013609 2 6,535 4,653 1,882 TADANO-GRAMOXL-2 SERIAL#: 548290 STORM GUARD-Hx8X 4 SERIAL#: 17-25-000003 30011517 4 708.986 586,473 122,513 30013612 2 6,535 4,653 1,882 TADAN0-GR-10WXL-2 SERIAL#: 548217 STORM GI SERIAL#, 17-25-000002 30011418 4 687,D00 568,286 118,714 3DO13611 2 6,535 4,653 1,882 TADANO-GR-1000XL-2 SERIAL#: 548076 STORM GUARD-8xW4 SERIAL#. 17-25-000006 30016636 0 496,014 99.203 396,811 30013610 2 6,535 4,653 1,B82 TADPNO-GR-1000XL-2 SERIAL#: 547991 STORM GUARD-Bx6 4 SERIAL#. 17-25-0000N 30012816 2 359,616 256,047 103,569 30001766 16 6,000 6,000 0 TADANO-GR-1000XL-2 SERIAL# 547268 STRICK- SERIAL : 83220 30014995 2 321,033 166,937 154,096 30001204 7 13,650 13,650 0 TADANO-GR-1000X1--2 SERIAL#, 547493 SULLAIR-105 SERIAL 4! 200903190076 30013476 3 701,000 579,867 121,133 30001203 7 13,650 13,650 0 TADANO-GRi00oXL-2 SERIAL#. 5482N SULLAIR-185 SERIAL#: 20090320OD80 30010483 4 678,205 639,140 39,065 30015658 1 4,431 2,304 2.127 TADANO-0R-1000XL-21007 SERIAL#: 547818 SULLAIR-185 DPO-JD SERIAL#: 20100417l)016 30010478 4 675,129 636,242 38,687 30015657 1 4,458 2,318 2,140 TADANO-GR-INCXL-2100T SERIALM M7787 SULLAIR-185 DPQ-JD SERIAL 20ION170DO8 30014439 2 762,5DO 396,500 366,000 30016119 1 49,813 9,963 39,850 TADANO-GR-1000XL-3 SERIAL#: 549223 SULLAIR-375H AF DLO JD Ito SERIAL M 2016MI40032 30015063 1 762,500 396,500 366,000 30016125 1 49,813 9,963 39,850 TADANo-G11-IMOYL-3 SERIAL 4: M9289 SULLAIR�751-1 AF DLO JD Ito SERIAL#: 201604140029 30015062 1 762,500 396,500 366,000 30016121 1 49.813 9,963 39,850 TADANOI SERIAL#: 549292 SULUIR-375H AF DLQ JD IV SERIAL#: 201604130015 30014438 2 762,500 396,600 366,000 30016120 1 49,813 9,963 39,850 TADANO-GR-1W0X1-3 SERIAL 549230 SULLAIR-3751-1 Al'DLO JD II4 SERIAL#', 201604130046 30016709 0 238,000 47,600 190,400 30016122 1 49,813 9,963 39,850 TADMO-GR-150XL SERIAL#: F03100 SULLAR-375H AF DLO JO It4 SERIAL#: 2016U 140038 30013024 1 255,800 133,016 122,764 30016123 1 49,813 9,963 39,850 TADPN0.GR-150XL-1 SERIAL#: SULLAIR-375H AF DLQ JD 114 SERIAL 201604140025 30013026 1 255,800 133,016 122,764 30016124 1 49,813 9,963 39,850 TADANO-GR-150XL-1 SERIAL#: F02982 SLJLLAIR-375H AF DLQ JD Il4 SERIAL : 201604140030 30013025 1 255,600 133,016 122,784 30014323 2 51,900 26,988 24,912 TADANO-GR-150XL-1 SERIAL#' F02975 SUPERIOR-DTOW SERIAL#: 815990 30011750 3 77,844 64,393 13,451 TADANO-GR160XL-1 SERIAL#: F0134B ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 66 of 120 052 5115/2017 EQUIPMENT AVAILABLE FO�R LEASE Consolidated EQUIPMENT DETAIL REPORT .... ......-7� Mach&Equip Recon Acct Mach&Equip Recon Acct ASSET# AGENRS COST ACCUMDEPIR BOOKVALUE ASSET# AGE/YRS COST ACCLIMIDEPIR BOOKVALUE ...............------- .......... ------------------ 30013054 2 249,845 177,690 71,955 30013001 4 387,D00 320,126 66,874 TADAN0-GR550X-2 SERIALM 540658 TADANO-GR800X--1 SERIALM 547011 30000697 9 485,000 485,000 0 30015079 2 262.457 136,478 125,979 TADANO-GR600XL-1 SERIAL#. W315 TADANO-GR800X -1 SERIAL 9: 547016 30000688 9 460,000 460,000 0 30015077 2 262,457 136,476 125,979 TADANO-GR60XL-1 SERIAL 4. 546337 TADANO-GR800XL-1 SERIALM 546762 3DOOD699 9 460,000 460,0130 0 30000762 6 625,000 625,000 0 TADANO-GR600XL-1 SERIAL* 546369 TADAN0-0R900XI-.2 SERiAL 9 M7321 30000683 9 460,000 460,000 0 30013471 6 625,DDO 625.ODO 0 TADANO-GR600XL-1 SERIAL 4 U6314 TADANO-GR91XX-2 SERIALM 547326 30014433 2 240,GDO 124.800 115,200 30015799 1 67,400 35,048 32,352 TADANO-OR600XL-1 SERIAL* 546338 TAKEUCHI-TL10 SERIAL# 201002635 3DO15661 1 171,559 89,211 82,348 30015800 1 67.400 35,048 32,352 TAGANO-GRUDOXI-A SERIAL# U6970 TMEUCHI-TLIO SERIAL 201002636 3001 05BI 4 591,275 557,218 34,067 30016016 1 72,546 14,509 58,036 TADANO-OR SERIAL# 647886 TAKEUCHIJLIO SERIAL 201001616 30010582 4 591,275 557,218 34,057 30015798 1 67,400 35,048 32,352 TADANO-GR600XL-2 SERIAL 9: 547889 TAKELII SERIAL#: 201002611 30011712 3 620,200 513,029 107,171 30014816 2 83,860 43,607 40,253 TADANO-GR-750XL-2 SERIALM 548206 TALBERT-T(4)S0CC-HRG-T1 SERIAL 4: 40FSK5236FI034256 30011779 3 410,000 339,152 70,840 30014813 2 83,860 43,607 40,253 TADANO-GR75CXL-2 SERIAL 547295 TAL3ERT-T(4A0MHRG-T1 SERIAL 4: 40FSK52WFIOU253 300008134 5 546,2130 546,2D0 0 30014814 2 63,860 43,607 40,253 TADANO-GR750XL-2 SERIAL 547428 TA.BERT-T(4)60CC-HRG-T1 SERIALM 40FSK5232FI034254 30000794 5 545,000 545,000 0 30014615 2 83,660 43,607 40,253 TADANO-GR750XL-2 SERIAL# 547297 TALBERT-T(I SERIAL P 40FSK52MF1034255 30000005 5 546,200 546,200 0 30013063 2 61.1300 43,432 17,568 TADANO-GR750XL-2 SERIAL IL 547457 TALBERT-T(4)-55SA-HRG-13/1)TI SERIALM 40FGK533OD1032472 30000806 5 548.992 648,992 0 30016235 1 69,686 36,237 33,449 TADANO-GR750A-2 SERIAL 9: 547420 TA-BERT-T4-65GGHR(3-T1 SERIAL#: 40FSK63M(31034692 30015991 1 447,775 89,555 358,220 30014623 2 13,325 6,929 6,396 TADANO-GR750XL-2 SERIAL#. 54730D TALBERT-TF80KTI SERIAL k 40FE04824T1013686 30010585 4 588,375 554,485 33,890 30004334 9 1,028,815 1,028,815 0 TADANO-GR-750XL-2 75 TON SERIAL* 547866 TAMROGK-AXERA 0-5-290 107D SERIAL# 107DI1847-1 30010584 4 593,875 559,668 34,207 30004336 9 1,060,683 1,D60,683 0 TADANO-OR-760XL-2 75 TON SERIALM 647682 TAMROCK-AXERA 8S-290 107D SERIAL#: 1071311846-1 30010583 4 593.875 559,668 34,207 30OM32 9 271,328 271,328 0 TADANO-GR-750XL-2 75 TON SERIM-A U7879 TAMROCK-CHA660 SERIAL#; 107TIlSMS-1 30015182 1 347,544 180,723 166,821 30010366 5 34,695 32.602 1,993 TADANO-GR-750XL-2 75 TON SERIAL#: 548166 TANDEM ASPHALT ROLLER SER&P 22000832 30014866 2 367,244 190,967 176,27 30010139 5 42,837 40,370 2,467 TADANO-GR-750XL-2 75 TON SERIAL k 548164 TANDEM AXLE UTILITY TRAILER SERIALM 1K9PD1626BG320D01 30016210 1 403,681 80,736 322,945 30004167 15 27,099 27,099 0 TADANO-GR-750XL-2 75 TON SERIAL M W194 TAYLOR-GT210 SERIAL k S2528195 30016211 1 403,681 80,736 322,945 30015052 2 28,968 15,063 13,904 TADANO-GR-750XL-2 75 TON SERIAL d; 548198 TAYLOR-T-300S SERIAL*: SBE33420 30015181 1 347,54.4 180,723 166,821 30015971 1 121,263 24,257 97,027 TADANO-GR-750XL-2 75 TON SERIALM 548184 TAMLOR-T650L SERIALM rEH-35631 30016649 0 408,760 81,752 327.000 30013244 5 136.500 128,638 7,862 TADANO-GRI 75 TON SERIAL 4: 54A162 TAYLOR-TX-360M SERIALM 30509 300DO756 6 570,000 570,OD3 0 30004339 7 133,927 133,927 0 TADANO-GR600XL-I SERIAL#. 546922 TEI-HFMI000 SERIAL 9: HCFH125091001 30016223 1 382,284 76,457 305,827 30000887 19 25.233 25,233 0 TADANO-GR800XL-1 SERIAL 4: U7023 TEN HOEVE-10,000 G.1 SERIALM 17-1"00021 30016W 0 250,732 50,146 200,5115 30000876 20 23,793 23,793 0 TADANO-GI SERIAL M 546957 TEN HOEVE-10,000 CAL SERIAL# 17-16-000013 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS COWbwrii%L UNLESS SPECIFICALLY STATED OTHERWISE ............... -- -------- . ... ........ Page 67 of 120 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach ijqu`jp"con Acct Mach&Equip Recon . . ............. ASSET 4 AGEtYRS COST ACCUMIDEPIR BOOK VALUE ASSET# ACFJYRS COST ACCUMDEPIR BOOK VALUE ......................... ............................................................. 30000888 19 19,029 19,029 0 30003484 43 10,800 10,800 0 TEN HI G.1 SERIAL 17-14-000015 THURMAN-TCP SERIAL 72PT4980 30002146 16 26,555 25,555 0 30003730 7 245,464 245,464 0 TENNAN7-0600 SERIAL 65006922 TIMBERLAND-PHI 10-1-7517H SERIAL 013-6466T0I 30002162 6 22,199 22,199 0 30012289 3 104,252 74,227 30,025 TENNANT-66DO SERIAL 6600-30464 TIPPMMN-1311500 SERIAL 1743 30015234 1 32,749 17,029 15,720 30000859 21 18,676 18,676 0 TENNANT S30,6168 SERIAL# 530-6158 TOKHEIMI GAL SERIAL 17-1"ODOM 30012834 2 170,115 121,122 48,993 30000867 21 14,959 14,959 0 TEREX-RT 230-1 SERIAL# 160128 TOKHEIMI GAL SERIAL F921 30012835 2 170,115 121,122 48,993 30015894 1 91 1,975 7,902 TEREX-RT2301 SERIAL# 160111 TOYOT"BWRI53F50 SERIAL 6DWR153FE0 30016353 1 42,750 22,230 20,520 30014667 2 3,000 1,560 1'440 TEREX-RT230 SERIAL#. 16235 TOYOTA 7FOCU25 SERIAL# 7FGU2&82976 3G000138 9 428,734 428,734 0 30015939 1 32,013 6,403 25.610 TEREX.TE210 SERIAL# TE210/0422 TOYOTA-8FGU25 SERIAL k BFOI 30000143 9 429,341 429,341 0 30015938 1 37,432 7,486 29,946 TEREX-TE210 SERIAL# TE21010423 TOYOTA-8FGU25 SERIAL RFGU2&71290 30003030 11 73,493 73,493 0 30015941 1 32,013 6,403 25,610 TEREX.WG1200 SERIALM 107 TOYOTA- FGUI SERIAL OFOU2&71434 30003031 11 73,493 73,493 0 30015940 1 32,013 6,403 25,610 TEREX-VPG1200 SERIAL* 108 TOYOTA-OFGU25 SERIAL OFGU2571399 30003032 11 73,493 73,493 0 30013104 7 31,632 31.632 0 TEREX-VPG1200 SERIAL# IN TOYOTA-BFGU32 SERIAL#; 14727 30OD4479 8 44,367 44,367 0 30001901 6 3.500 3,500 0 TEREX-WSBON SERIAL#: 0316 TRAC MODULAR MANUFACTURING-12W' SERIAL 7761 30004466 9 53,600 53,600 0 30013D61 2 33,000 23,496 9,5G4 TEREX-WS9ON-MD SERIAL# DO90WS/3571 TRAIL KING-TKIODHDG SERIAL ITKJM"35MO78050 30004467 9 53,600 53,600 0 30014991 7 8,250 8,250 0 TEREX W89ON-MD SERIAL#: 0090WS1556 TRAJLMOBILE-TOOL TRAILER SERIAL#: IPTOIANHTW%13298 30015397 1 110,531 57,476 53,055 30004373 21 14,906 14,906 0 TEREX-XH500 HSIC SERIAL#. PIDXH50OLDGA91350 TRAMAC-BRP-130 1000 LB SERIAL#: 101407 30003819 13 62.071 62,071 0 30004391 17 14,309 14,309 0 TESMEC-ARS505 SERIAL# CX08763130 TRAMAC-BRP140 SERIAL 4 121422 30002228 6 15,000 15,000 0 30012817 2 12,000 8,544 3,466 THE CONVEYOR GO-36"x150' SERIAL 4: 04113615D97 TRAMAC-V32 SERIAL#: 168696 30015929 1 26,625 5,325 21,300 30011899 3 5,375 4,446 929 THERMO SCIENTIFIC-NIT SERIAL#: 95274 TRANSCRAFT48X102 FLAT SERIAL#: I7TF4820BWI055457 30015932 1 26,795 5,359 21,436 30013442 4 31,997 26,468 5,529 THERMO SCIENTIFIC-NIT SERIAL 0: 96060 TRANSCRAFr-TL2000 SERIALM 17TF482SlD3780076 30015927 1 26,795 5,359 21,436 30013441 4 31,997 26,466 5,529 THERMO SCIENTIFIC-NIT SERIAL M M186 TRANSCRAFT-TUODO SERIALM 1TTF492SSE3768637 30015931 1 26,675 5,335 21,340 30016522 0 192,582 38,516 154,066 THERMO SCIENTIFIC-NIT SERIAL ft 94020 TRAKKON-T.REX 2000 SERIALM TRXES2006GBB0291 3006395 1 28,870 5,774 23,096 30016499 0 75,186 15,037 60,148 THERMO SCIENTIFIC-NITONXI-2 980 GOLDD SERIALM 98798 TRAXXOWTR-EX 2000 SERIAL A! TRXBS62056BA0222 30016394 1 2B,870 5,774 23,096 30011606 4 48,876 40,431 6,446 THERMO SCIENTIFIC-NITONXU980 GOLDD SERIAL# 98797 TRIMBLE-GGS900 SERIAL 9: 2892J535SW503SP 30016647 0 2,382 476 1,905 30011787 3 54,119 44,767 9,352 THOMAS SAF.T-LINER MR ER SERIAL# lT75N4B2421111910 TRIMI SERIAL#: 2203JI175W 30016646 0 1,452 290 1,162 30012473 3 54,892 30,083 15,809 THOMAS SAF-T-LINER MVP ER SERIAL#: lT75r4452821111862 TRIMBLE-GCS900 SERIAL# 434350 30016645 0 2,108 422 1,686 30012213 3 64,635 46,020 18,615 THOMAS W-T-LINER MVP ER SERIALM 1r75N4B212I 111847 TRIMBLE-GCS900 SERIAL#: NCN14003 30015393 1 30.000 15,600 14,40C 30015223 1 1 1 0 THOR-T140-5 SERIAL 4 1797 TRIMBLE-GCS900 SERIAL k 422312 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED As CONFIDENTIAL UNLESS SPECIFICALLYSTATED T'A-TE"D"-OTHERWISE Page 68 of 120 2058 5116/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Mach Equilp-Rezon fiwd Mach&Equip Recon ........... ...............- ASSET# AGEJYRS COST ACCUM DEPR BOOK VALUE ASSET# AGF/YR6 COST ACCUMDEPR BOOK VALUE ...........- ---------------................................. .......... 30011959 3 84,635 46,020 18,615 30003554 26 4,618 4,618 0 TRIMBLE-GC5900 SERIAL#: NCN14-002 UNKNOWN-6762 SERIAL#: 1PrrF71TK4B6001094 30003864 6 1,838 1,83B 0 30003486 34 5,473 5,473 0 TRIMBLE-GL412 SERIAL#: NSN11-002 UNKNOWN-600TI-C-3 SERIAL A 2063 30011471 4 66,225 54,701 11,444 30004320 5 44,696 44,698 0 TRIMBLE-OSC9001CGS900 SERIAL#: 428600 UNKNOWN-00 SERIAL M JC13930021<912151889 30011473 4 65,570 54.240 11,331 30016556 0 49,988 9.978 39,910 TRIMRLE-GSC9001CCS9W SERIAL C 428601 UNKNOWN-LONG 5GOWSTICK SOFT FOR SERIAL#: LR-385C 30011521 3 66,569 65.066 11.503 385C TRIMBUE-GSC900/CCS900 SERIAL P 428917 30003899 8 4,000 4,000 0 30003851 9 111,291 111,291 0 UNKNOWN-TRAILER SERIAL#'. 1UYF52457FA261801 TRIMBLE-GX SCAN SERIAL#: 9411 D020 30001339 8 10,159 10,159 0 300031563 6 33,954 33,954 0 UNKNOWN-WELDER SERIAL#, LJ050591Q TRIMBLE-SPS730 SERIAL#: NBN11-001 30012027 3 27,933 23,106 4,827 30003850 7 21,987 21,987 0 UNKNOWN-WINCH SI 42-36-000002 TRiMBUE-SPS882 SERIAL#: 416767 3G013189 6 137,674 137,674 0 30003866 5 35,418 35,41 B 0 UNKNOI TRNG SERIAL#'. CXIC1501516 TRIMBLE-SPS930 SERIAL#: NCN1 1.085 30013188 6 1311,874 138,874 0 30013137 6 38.354 38,354 0 UNKNOWN-WLDRTRNG SERIAL 10SB4001665 TRIMBLE-SPS930 SERIAL#: 726IMM 30016841 0 77,050 15,410 61,640 30015847 1 14,168 7,367 6.801 USED BLUEBIRD-VISION SERIAL IBAKFCPH4EF297W TRIO-TLS4102 SERIAL#: T[111-4102044 300161539 0 64,050 12.810 51,240 300158418 1 14,168 7,367 6,801 USED BLUI SERIAL M IBAKGCPH9CF283415 TRIO-TLS4102 SERIAL#: TIHL4102045 30016840 a 73,060 14.610 58,440 30003782 16 18,360 18,360 0 USED BLUEDRIPASION SERIAL#-. IBAKGCPI1GOF2698BI TSE-DPT408 SERIAL#: 1T92504=TS266456 300166DO 0 35,000 7,000 28.000 30003794 16 40,369 40,369 0 USED CATERPILLAR-414E SERIAL M ELOW133 TSI=-UP70 SERIAL#: 232%012553010000 30016459 1 388,500 77,700 310.800 30011891 3 100,146 71,304 28,842 USED CATERPILLAR-XQ1500 SERIAL M BNR00327 TSF-UP-70SD SERIAL M 14-4302-01 300I600 1 95.839 19,168 76,671 30005028 10 119.490 119,490 0 USED EX ARMY CORP,PKS 17 SERIAL AF. TUCKERBILT-T630 SERIAL#: 06314 30016060 1 440,000 88,000 352,000 3DO12130 3 164,230 135,851 28,379 USED GUNTERT&ZIMMERMI SERIAL#: 5950-C753-168 TUCKER13ILT-TE30 SERIAL 13392 30016333 1 37,500 7,500 30.00) 30012090 3 1154,230 135,851 28,379 USED INTUTRAFFIX-SGORPIONI SERIAL t. IHTMMAALOSH119795 TUCKERSILT T630 SERIAL 13391 30016336 1 52,500 10,500 42,000 300160L46 1 172,642 34,528 138,113 USED INTI-TRAFFIX-SCORPION4300TIL-3 SERIAL#: 1HTMMAAL25H154340 TUCKERBILT-T-630 SERIAL 4: 16416 30016334 1 52,500 10'500 42,000 30016643 0 32,282 6,456 25,826 USED INrLrrRAFFIX-SCORPION4300rrL-3 SERIAL* 1HTMMAA-85H154357 UNITED FORMS CORP-16.9 A-T.X SERIAL#: W16-155 30016810 0 156.600 31,320 125,280 30016592 0 32,282 6,456 25,826 USED MI-JACK-TRAVELIFT W30 SERIAL#: MJ-2296PD UNITED FORMS CORP-16-9 A.T.X. SERIAL#: W.15-144 30015601 1 345,000 18,720 17,280 30002997 30 24,492 24,492 0 USED TAUBERT-T3I3r)L40-HRG-RA 1 TI SERIAL#: 40FWK5530N1009719 UNKNOWN- SERIAL#: 25481 30016603 0 121,543 24,309 97,234 30002996 45 11.000 11,000 0 USED TELEWELD-SERIES 1 CWR SERIAL M 3456 UNKNOWN- SERIAL 4: 3a16-000001 30016183 1 10,040 2,008 8,032 30003579 27 68,251 68,251 0 USED43ODCAT-S70 SERIAL 0: A3W613828 UNKNOWN- SERIAL#; 42-18-MOOI 30010344 5 45,841 43,201 2,640 30004842 13 275,000 275,000 0 UTILITY TRUCK SERIAL 4: 1FDOW3EBOBEC68838 UNKNOWN-1 60 SCOW 160*13A 0 SERIAL 0: 297320 30014618 2 16,400 8,528 7,872 300DOB64 20 22,202 22,202 0 UTILITY-FS2CHAE SERIAL M 1 UYFS2405RA317216 UNMOWN-2000 GAL SERIAL#: F000116 30013497 a 96,679 95,579 0 30000862 20 22,633 22,633 0 UTILITY-REF SERIAL#: IUYV824HRU278341 UNKNOWN-3000 GAL SERIAL* AF086a6 30013498 a 95,579 95,579 0 30003553 26 4,618 4,618 0 UTILITY-REF SERIAL#: 1UWVS2481PU945801 UNKNOWN-6710 SERIAL 4: M1083 ALL INFORMATION 614 THIS RbibRff iHdiiLb BE TREATED AS CONFIDENTIAL UNLESSSPECIFICALLY STATED OTHERWISE Page 69 of 120 052 511512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT C Mach&Equip Recon Acct -- Mach 8 Equip Recon Acct ASSET# AGENRS COST ACCUM DEPR SOOKVALUE ASSET# AGElYRS COST ACCUM DEPR BOOKVALUE .... ____. ... ...... ..... ..._. 30003982 5 65,225 65,225 0 30003538 28 70,000 70,000 0 VAC-TRON-LP 855 SERIAL#: 6HZBF19221LG12237 WABCO-120T SERIAL#: TL6533 30003799 11 12,000 12,000 0 30004488 8 60,250 60,250 0 VAC-TRON-PMD-800 GT SERIAL#: 43ZDN25F7X0006219 WACKER NEUSON-E3000 SERIAL#: 5847664 30004532 5 76,054 76,054 0 30DOL4514 6 53,999 53,999 0 VACULIFT-RC16 SERIAL#: RC16 WAGNER NEUSON-E3000 SERIAL#: 5936406 30011650 4 16,90o 13,980 2,920 30016196 1 91,223 18,245 72.978 VE ENTERPRISES-XVESSOOFTC SERIAL 5AGFT47188S494802 WACKER NEUSON-G230 SERIAL#: 24254724 30011651 4 16,500 13.649 2,851 30011986 3 30.850 25,519 5,331 VE ENTERPRISE&XVES500FTC SERIAL 4: 5AGFT47168S494801 WACKER NEUSON-RTB2-SC2 SERIAL#. 20201688 30014572 2 4,427 2,302 2,125 30011963 3 30,850 25,519 5,331 VER-MAC-PCMS-1500C SERIAL 2S9U5412295732849 WAGNER NEUSON-RT62-SC-2 SERIAL#, 20201686 30014571 2 4,427 2,302 2,125 30011987 3 30.850 25,619 5,331 VER-MAC-PCMS-1500C SERIAL#. 2S9US41239S132644 WAGNER NEUSON-RT62-SC-2 SERIAL#: 20198936 30014573 2 4,427 2,302 2,125 30011962 3 30,850 25,519 5,331 VER-MAC-PCMS-1500C SERIAL 2S9US41219S132843 WAGNER NEUSON-RT82-SC2 SERIAL# 20204643 30003978 5 33,686 33,686 0 30015715 1 10,500 5,460 5,040 VERMEER-V50OLE SERIAL#: 5LE041709322 WACKER NEUSON-RTXSC2 SERIAL : 20147862 30000255 13 54,522 54,522 0 30001666 5 2,399 2,399 0 VIBROMAX-405D SERIAL#: JKC9801500 WACKER-G50 SERIAL W893080 30009874 5 115.572 108,915 6,657 30015200 1 27,731 14,420 13,311 VOLVO LOADER SERIAL#: L70FO26160 WACKER-G50 SERIAL 9: 24243460 30011544 4 115,ODO 95,128 19,872 30000299 9 26,750 26.750 0 VOLVO-160C SERIAL : 120282 WACKER-RT825C SERIAL 5802441 30015572 1 226,872 117,974 108.899 30000300 9 26,750 26.760 0 VOLVO-A40F 6X6 SERIAL#: A40FO11513 WACKER-RTB25C SERIAL 9: %02432 30015571 1 226,872 117,974 108,899 30000333 7 27,314 27,314 0 VOLVO-A40F 6X6 SERIAL A40FO11497 WACKER-RT82-SC2 SERIAL 0: 590MIC 30011358 4 385,377 318,784 66,593 30000330 7 27,314 27,314 0 VOLVO-EC480D SERIAL#: EC480CL210057 WAGNER-RT82-SC2 SERIAL 5903282 30010772 4 153,752 144,896 8,856 30016028 1 4,368 878 3,510 VOLVO-ECR235CL SERIAL p: CR235110538 WACKER-RT82-SG2 SERIAL 5900609 30011541 4 148,421 122,774 25,647 30015717 1 9,000 4,680 4,320 VOLVO-ECR235DL SERIAL#', CR235210051 WACKER-RT82-SC2 SERIAL#'. 6W2157 30010774 4 162,199 152,856 9,343 30000306 8 26,995 26,995 0 VOLVO-ECR305CL SERIAL OR305110074 WACKER-RT02-SG2 SERIAL#. 5831305 30011403 4 177,409 146,753 30,656 30000319 7 29,000 29,009 0 VOLVO-ECR305CL HYDRAULIC EXCAVATOR SERIAL 4: CR305110219 WACKER-RT82-SC-2 SERIAL#: 11-76-000005 30011526 4 104,290 86,269 18,021 30011446 4 11,571 9,572 1,999 VOLVO-ERC145CL HYDRAULIC EXCAVATOR SERIAL 9: CR145110633 WACKER-RT62-SC-2 SERIAL 5839672 30003108 17 32,000 32,000 0 3GO16703 0 4,275 855 3,420 VOLVO-1-120 SERIAL#. L12OV60369 WACKER-RT82SC-2 SERIAL 5067185 30010653 4 102,000 96,125 5,875 30OD4495 7 24,850 24,850 0 VOLVO-LI20F SERIAL#: L120FD66653 WAGNER SMITHS-31RG72 II,7 SERIALM 3256 30011356 4 331,352 274,095 67,258 30004494 7 24,650 24.850 0 VOLVO-L150G SERIAL#: LISOG22478 WAGNER SMITH-S3RC-72X4&7 SERIAL#: 3255 30014619 2 18,450 9,594 8,856 30004493 7 24,850 24,850 0 WABASH-FLCVHCM SERIAL#: 1JJF482WXYS506215 WAGNER SMITH-&31RC-72X48.7 SERIAL 3252 30014621 2 17,425 9,061 8.364 30004496 7 24,650 24,850 0 WABASH-FLCVHCM SERIAL 1JJF482W8YS5W214 WAGNER SMITH-S-3RC-72X4&7 SERIAL 3257 30003534 17 30,000 30.000 0 30016653 0 78,677 15,735 62,942 WABCOL120T SERIAL#: TL6524 WASTE2WATER-HSMS800-0 SERIAL#: 30003536 17 30,00D 30,000 0 30016204 0 85,932 17,186 68,746 WABCO-120T SERIAL TL6530 WASTE2WATER-PRESSURE WASH CUBE SERIAL# 162102 30003537 28 70,000 70,000 0 WABCO-120T SERIAL : TL6532 ALL INFORMATION ON THIS REPORT SHOULD 8E TREATED AS CONFIDENTIAL UNLESS SPECIFICALLYSTATED OTHERWISE Page 70 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT --- Mach 6 Equ1p Reeon Acct --- -- .. . .... Mach Mach S Equlp Recon Acd .. .,,� ....... .____... ..... .... ... _. . ........�.�.... ... .. .. ......... ASSET# AGEtYRS COST ACCUM DEPR BOOKVALUE ASSET# AGEryRS COST ACCUM DEPR BOOKVALUE 30016654 0 13,922 2,784 11,137 30014552 2 228,455 118.797 109,658 WASTE2WATER-PRESSURE WASHER SERIAL WHITLEY MANUFACTURING-36X66 SERIAL#: 2502-2504JOB1522 SYSTEM 30,001962 11 36,040 36,040 0 30012448 7 114,343 114,343 0 WHITLEY-12'x60' SERIAL4: 0305-131 WATER TRUCKAK GALLONAX6 SERIAL : iHTNGAAT5A1247713 30001961 11 36,040 36,040 0 30012447 B 34,901 34,901 0 WHITLEY-1 2'x 60' SERIAL 0305-130 WATERTRK,2K,2X4,10LIEN 07(20-114) SERIAL#: 3FRNF75NM414210 30011898 3 5,375 4,446 929 30013138 6 16,127 16,127 0 WILSON48XI02 FLAT SERIAL#. 4WWBKA6B6WN801716 WEATHERPORT-3240HGBX15' SERIAL#: 30011897 3 5,375 4,446 929 30013522 3 76,799 54,681 22,118 WILSON48X96FLAT SERIAL 4WWBGS6S0XM602620 WEATHERPORT-WP40BODAGB SERIAL#: 30014620 2 13,938 7,196 6,642 300165B2 0 189,844 37,969 151,875 WILSON-CFSW SERIAL#: 1W1BHA6BOSE307423 WEILER-EB50C SERIAL . E650C-1116 30014921 2 19,075 10,335 9,540 30010382 5 47,100 44,387 2,713 WILSON.CFD SERIAL#: 4WWFGB6B01N606217 WEIR I FRAC TANK SERIAL : 41-3887 30016781 0 333,575 66,715 266,060 30010378 5 47,1DO 44,387 2.713 WIRTGEN-SP251 SERIALM 15SP0038 WEIR/FRACTANK SERIAL#: 41-W83 30014321 2 590.874 307,254 283,620 30010381 5 47,100 44,387 2,713 WIRTGEN-WR2401 SERIAL#: IOWROO94 WEIR I FRAC TANK SERIAL 41-3886 30014963 2 851,779 442,925 408,854 300103BO 5 47,100 44,387 2,713 WIRTGEN-WR250 SERIAL#: 08WR.0093 WEIR/FRAC TANK SERIAL#: 41-38M 3GO15W 1 220,9a3 114,914 106,074 30010379 5 47,1 DO 44,387 2,713 WIRTGEN-WR250DS SERIAL 0: 04.WR.040B WEIR l FRAC TANK SERIAL 41-3884 30002096 9 539,683 539,683 0 30010383 5 47,100 44,387 2,713 WIRTGEN-WR25 S SERIAL#: 04.WR.0267 WEIRIFRACTANK SERIAL#: 41-MBS 36014886 1 130.423 67,820 62,603 30000427 27 12,438 12,438 0 WIRTGEN-WS250 SERIAL 21073M(02AS.0245) WELDCO-BEALES-CBU-7 SERIAL#. HA52051 30009859 5 11,000 10,366 634 30016126 1 3,200 640 2,560 WORK BRIDGE SERIAL RPF-2018 WELLS CARGO-CW 16622-102 SERIAL : 1WC20OG2402020398 30009861 5 18,000 16,963 1,037 300163DO 1 6,847 1,369 5,478 WORK BRIDGE SERIAL#: 905800-073 WELLS CARGO-ROAD FORCE RF85XI62 SERIAL 57520OG21 GU3236M 30013487 3 5,605 4,637 969 30016299 1 6,847 1,369 5,470 WT4000PB WATER SERIAL #N!A WELLS CARGO-ROAD FORCE RF85X162 SERIAL#: 5752WG2XGU323684 30015787 1 39,814 20,703 19,111 30016296 1 6,847 1,369 5,478 XIREME IOX20XIO SERIAL XC2000031550640 WELLS CARGC-ROAD FORCE RFSSX162 SERIAL#: 575200024GU323681 300IW61 1 100,248 52,129 48,119 30016301 1 6,847 1,369 6,478 XTREME PRESSURE WASH CU SERIAL#: XC20MO31550641 WELLS CARGO-ROAD FORCE RF65X162 SERIAL#: 5752ODG21HU323696 30013584 2 70.867 50,457 20,410 30016295 1 6,847 1,369 5,478 XTREME-1 OX20 ELECTRICAL SERIAL XC20DD071450516 WELLS CARGO-ROAD FORCE RF85X162 SERIAL M 5752DOGUGU323880 300135B3 2 36,307 25,851 10,456 30016302 1 6,947 1,369 5,478 XTREME-1 OX20 FILTER STORAGE SERIAL#: XC20DO071450517 WELLS CARGO-ROAD FORCE RF85X162 SERIAL#: 575200023HU323687 30013680 2 46,254 32,933 13,321 30016297 1 6,847 1.369 5.478 XTREME-10X20 FOREMARS SERIAL XC2000071450614 WELLS CARGO-ROAD FORCE RF85X162 SERIAL#: 575200020GU323682 30013582 2 43,237 30,7a5 12,452 30016298 1 6,847 1,369 5,478 XTREMEAOX20 LOCKERROOM SERIAL M. XC2000071450516 WELLS CARGQROAD FORCE RFBSX162 SERIAL#: 57520OG28GU323683 30013581 2 44,445 31,645 12,800 30002749 8 87,200 87,200 0 XTREME-10X20 LUNCHROOM SERIAL XC20ODD71450515 WESTERN STAR4900 SERIAL SKKSAEDE25PN89901 30013578 2 38,497 27.410 11,087 30002752 8 67,200 67,200 0 XTREME-10X20 PARTS CUBE SERIAL#: XC2000071450512 WESTERN STAR4900 EZ BOOM TRK SERIAL#: 5KKALCG74PN25255 30013577 2 56,976 40,567 16,409 30015260 1 66,DD0 34,320 31,680 XTREME-1 OX20 SHOP CUBE SERIAL#: XC2000071450511 WESTERN STAR-4900 SA SERIAL#: 5MKALDE97PY36418 30013579 2 42,630 30,352 12,277 30015269 1 66,000 34,320 31,680 XTREME-10X20 SUPERINTENDENT SERIAL#: XC2000071450513 WESTERN STAR49GO SA SERIAL#: SKKKALDE77PY36417 30013686 2 33,051 23,532 9,519 30011656 4 20,000 16,544 3,456 XTREME-B.5X20 SPINE CUBE SERIAL#: XC1700071450520 WETSEP-WETSEP 40 SERIAL#: 5240-000001 30013585 2 29,225 20,096 8,129 XTREME-8.5X20 SPINE CUBE SERIAL XC1700071450519 ........_.... __ _...__.. ___.-..... .. _.........._.... ........ ..... ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 71 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT --m"i;�mWap--Ri-e-con A-c---ct Mach&EqulI� .......... ... - ASSET# AGE/YRS COST ACCUM DEPR BOOK VALUE ASSET# AGEfYRS COST ACCUMDEPR BOOK VALUE .......... ......-------------..................................... 30013161 6 28,585 20,585 0 30011201 4 137,813 113,999 23.814 XTREME-CONTAINER SERIAL#: XC2000011150071 )CrREME XR1 255 SERIAL#. XR1255061291720 30002040 5 178,446 178,446 0 30011601 3 156,258 129,257 27,001 XTREME-FOREMAN CUBE SERIAL#: XC2880121150153 XTREMEAR1255 SERIAL#, XR1255071392021 30002041 5 176,538 176,538 0 30011600 3 156,258 129,257 27.001 XTREME-FOREMAN CUBE SERIAL III: XC21580121150154 XTREME-XR1255 SERIAL#: XR126506130995 30013162 6 172,15" 172,64.4 0 30010489 4 137,002 129,111 7,891 XTREME-MAIN?FACILITY SERIAL#: )CrREME-XR1255 SERIAL#: XR1265071291753 30013191 6 162,842 182,942 0 30004313 5 134,379 134,379 0 XTREME-MBL WHSE SERIAL#. XTREME-XR1255 SERIAL#; XR1255081191558 30013448 4 147,531 122,038 25,493 30004303 6 132,888 132,888 0 XTREME-X1256 SERIAL#. XR1255041391938 )(TREME-XR1255 SERIAL#: M25W31191620 30014210 2 125,000 65,000 60,000 30011831 3 80,668 66,729 13.940 XTREME-X1255 SERIAL#: XR1256041391933 XTREIAE.XR1255 SERIAL#: XR1255111191592 30013450 4 147,531 122,038 25,493 30004307 6 132,888 132,688 0 XTREME-X1255 SERIAL#: XR1255041391935 )(TREME-XR1 255 SERIAL#: XR1265051191627 30013449 4 147,531 122,038 25,493 30010492 4 141,816 133,647 8,169 XFREME-X1255 SERIAL#. M255041391939 XTREME-XR1255 SERIAL#: XR1265081291706 3DO13267 5 136,831 128,960 7,1581 30010491 4 137,002 129,111 7,891 )CTREME-XR 1255 SERIAL#: XR1255051291719 XTREME-XR1265 SERIAL M M255061291745 30013264 4 82,650 77,889 4,761 30010490 4 141,B16 133,647 8,169 XTREME-XRI SERIAL 4- XR0621051291729 >CrREME-XR1255 SERIAL#: XR1255071291760 30004291 5 75,00) 75,000 0 30004305 6 132,1588 132,888 0 KFREME-XR1045 SERIAL#: XR1045031091457 )CrREME-XR1255 SERIAL#: M 12650311PI522 30011240 4 117.193 96,942 20,251 30016M 0 173,022 34,604 138,418 XTREME XR1 045 SERIAL P XRI045051391949 nREME-XR1255 SERIAL#; XR12550B1693277 30010664 4 109,030 102,750 6,2130 30013452 4 147.531 122,038 25,493 XTREME-MW SERIAL#: XRIN5031291696 )CTREME-XR1255 SERIAL#: XR1255051391959 30010555 4 99,OT7 93,370 5,707 30013461 4 147,531 122,038 25,493 XTREIAE-XR10145 SERIAL#: XR1045051191534 MEME-XR1256 SERIAL#: XR1255051391961 30011314 4 121,047 100,130 20,917 30016412 1 60,988 12,198 48,790 )CrREME-XRI US TELEHANDLER SERIAL# XRINW0391979 )CrREME.XR1255 SERIAL#: XR1255051592735 30010244 4 128,815 121,395 7,420 30014361 2 158.067 82,195 75,872 XTREME.XR1245 SERIAL#: XR1245071291762 XTREME-XR1255 SERIAL#: XR1255021592591 30010243 4 126,815 119,510 7,305 30014360 2 158,067 82,195 75,872 )CTREME-XR1245 SERIAL 4: )(R1245061291732 XTREMF-XR1256 SERIAL#: XR1255021592507 30010246 4 127,815 120,453 7,362 300125H 3 161,758 115,172 46,686 XTREME-XR1245 SERIAL#: XR1245071291764 )(TREME-XR1255 SERIAL#: XR1255031402206 30004209 7 118,925 118.925 0 30011920 3 152,079 125,800 26,279 XTREME XR1 245 SERIAL#: XR1245021091465 )(TREME-XR1255 SERIAL#: XR1255111392106 30011239 4 137,375 113,637 23,73E 30014362 2 158,067 82,195 75,872 )CrREME-XR1245 SERIAL XR1245031391914 XTREME-XR1255 SERIAL#: XR1265031592630 30011760 3 48,000 39,706 8.294 30014484 2 38,443 19,990 18,453 KrREME-XR1245 SERIAL XR1245061191642 )(TREME.XR1265 SERIAL#', XR1255041291699 30011677 3 143,551 118,745 24,806 30014359 2 158,067 82,196 75,872 XTREIAE-XR1245 SERIAL XR1245091392072 )CrREME-XR1255 SERIAL#: XR1265021592590 30012122 4 55,000 45,496 9,&M 30013447 4 147,731 122,203 25,528 )CTREME-XR1245 SERIAL#: XR1245061191545 XTREMF-XR1255 SERIAL XR1255051391958 30016704 a 38,008 7,601 30,405 3001218l 3 172,326 122,696 49,630 XTREME-XR1254 SERIAL#: RRM1254110891318 RTREME-X!11255 SERIAL XR1255011492154 30004308 6 132,1188 132,888 0 30015087 1 168,874 B7,814 81,060 XTREME-XR1255 SERIAL#. XR1255051191528 KrREME-M255 SERIAL XR12680715929N 30011602 3 156,258 129,257 27,001 30013453 4 147,531 122,038 25,493 XrREME-XR1255 SERIAL#: XR12SW71392022 XTREME-XR1255 SERIAL XR125W41391941 30011200 4 136,329 112,771 23,558 30011921 3 152.079 125,800 26,279 XTREME-XR1255 SERIAL#. M 255071291751 )CrREME-XR1255 SERIAL XR1255111392107 ALL INFORMATION ON REPORT SHOULD BE TREATED AS CONFIDENTIAL ukuss sPEciFickLEY STATED oTHikimii .... ... ... Page 72 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT I Maeh$EgUlp Recon Aoet Mach$Equip Recon Acct .........,._ �.w._..... .. ...... ...._...,,,_ - ASSET# AGEMiS COST ACCUM DEPR BOOKVALUE ASSET# AGEIYRS COST ACCUM DEPR BOOKVALUE 30015897 1 167,768 33.554 134,214 30016491 0 132,022 26,404 105,618m XTREME-XR1255 SERIAL#: XR1255011693025 XTREME-%R842 SERIAL#: XR0842081693266 30016019 1 64.469 12,894 51,575 30016492 0 131,822 26,364 105,458 ATREME-XR1534 SERIAL : XR1534051291731 XTREME-XR642 SERIAL#: XR0842061693264 3DO13475 3 159,003 131,527 27,476 30016192 1 130,095 26,019 104,076 XTREME-XR1534 SERIAL#: XR1534091392071 XTREME-XR842 SERIAL#: XR0842041693123 30011887 3 225,122 186,221 38,901 30012519 3 99.000 70,488 28,512 XTREME-XR2034 SERIAL : XR2034101392086 YALE-GDP360 SERIAL#: C877E01591C 30015653 1 229,983 119,591 110.392 30012518 3 104.000 74,048 29,952 XTREME-XR2034 SERIAL#: XR2034051592734 YALE-GDP360 SERIAL#: M77E01626F 3DO15600 1 236,751 123,110 113.640 30002995 46 7,740 7,740 0 XTREME.XR2034 SERIAL : XR20340B1592874 YANKEE- SERIAL 34-28-000001 30011878 3 215.609 178.352 37,257 '�""""" 'M MACH$EQUIP RECON ACCT XTREME-XR2034 SERIAL#: XR2034097392073 `........ .... ..._,.,. .................... __. .... 30014982 1 230,183 119,695 110.488 TOTAL- 708,534,376 519,364.106 189,150 270 XTREME-XR2034 SERIAL#: XR2034071592828 30010636 4 278,442 262,404 16,038 Motor Vehicle Recon Acet XTREME-XR30M SERIAL#: XR3034081291781 ASSET# AGENRS COST ACCUM DEPR BOOK VALUE 30010634 4 278,442 262,404 16,038 ---____-- XTREME-XR3034 SERIAL#: XR3034101291822 50004192 4 31,693 29,867 1,826 30011603 3 282,202 233,437 48,765 02-062012 Ford F-150(EwBooc)4o SERIAL#: 1FTPF1CT2CKE10301 50004191 4 31,693 29,867 1,826 XTREME-XR30M SERIAL : XR3034081392053 3DO14890 1 312,251 162,371 149,880 02-082012 Ford F-150(EwBoost)4x SERIAL#: 1FTPFICTOCKE10390 50004168 4 33,059 31,154 1,904 XTRFME-XR3034 SERIAL#: XR3034071592842 30014891 1 312,251 162,371 149,880 02-062012 Ford F-150(EwBoost)4x2 SERIAL 1 FTNMT3CKE10364 500041BB 4 31,693 29,667 1,826 XTREME-XR3034 SERIAL#: XR3034001592866 30014892 1 304,751 158,471 146,280 02-062012 Ford F-150(EWBoost)4x SERIAL#: IFTPFICTOCKE10377 M73034 SERIAL XRKMOBIM28B0#: 50004190 4 31,693 29,Bfi7 1,826 XTREME- 30015231 1 311.010 161,725 149,285 02-M 2012 For F-150(EwBwst)4.2 SERIAL III: 1FTPF1CT4CKE10379 50004189 4 31,693 29.867 1,826 XTREME-XR3034 SERIAL#: XR3034101592938 30015332 1 112,553 58,620 54,026 02-062012 Ford F-150(EwBoost)4z SERIAL#: 1FTPF1CT2CKE10378 50004179 4 32,879 30,995 1,894 XTREME-XR3034 SERIAL#: XR3034041291715 30015330 1 305,116 158.660 146.456 02-062012 Ford F-150(EwBoosl)4X2 SERIAL#: 1FTNFICTXCKE10362 XTREME-XR3034 SERIAL#: XR3034101592943 50004169 4 33,879 28,024 5,654 30013437 4 278,202 230,129 48,073 02-M 2012 Fool F-150(EwBwst)4X2 SERIAL 1FTNF1CTOCKE10377 50004170 4 33,795 27,955 5,840 XTREME.XR3034 SERIAL 4: XR3034031391916 30015233 1 304,751 156,471 146,280 02-062012 Fad F-150(EwBoo3t)4X SERIAL#: 1FTNF1MCKE103M 50004171 4 34,641 28,655 5,986 )(TREME-XR3034 SERIAL XR3034091592910 30015232 1 309,129 160,747 148,382 02-062012 Ford F-1 50(Eooll st)412 SERIAL#: IFTNF1CT9CKE10370 XTREME-XR3034 SERIAL XR3034101592958 50004186 4 31,693 29,867 1,826 30012363 3 140,246 99,856 40,391 N-062012 Ford F-150(Em90 )4X2 SERIAL#: 1FTPFlCT7GKE10376 XTREME-XR3034 SERIAL#: XR3034061191543 50004173 4 34,O84 28,194 5,890 3D013552 2 279,000 198,648 80,352 02-062012 Ford F-150(EwBoost)4X2 SERIAL#: 1FTNF1CT2CKE10372 XR3034041391938 XTREME-XR3034 SERIAL#. 50004187 4 31,893 29,867 1,826 30014565 1 307,612 159.958 147,654 02-062012 Fool F-150(EwBoost)4# SERIAL#: 1FTPFIGT9CKE10376 XTREME-XR3034 SERIAL#: XR3034051692721 50004180 3 33,589 27,785 5,804 30013454 3 282,202 233,437 48,765 02-062012 Ford F-150(EwBwst)4X2 SERIAL 1FTNF1CT3DKD30628 XTREME-XR3034 SERIAL#: XR3034051391970 SOOD4181 4 37,366 35,213 2,152 30016626 0 80,376 16,075 64,301 02-062012 Fool F-150(EwBmt)4X SERIAL#: IFTFN1CT9CKE08705 50004182 4 37.366 35,213 2,152 XTREME.XR5919 SERIAL#: XR5919091693395 30016625 0 82,726 16,545 66,181 02-082012 Ford F-150(EwBoosl)W SERIAL : 1FTFMCTOCKE915708 XTREME-XR5919 SERIAL#: XR59190916933M 50004183 4 37,366 35,213 2,152 300164501 1 53,253 10,653 42,610 02-062012 Ford F-150(EwBauffi)4X1 SERIAL 1FTFW1CT2CKE08707 50004172 4 34,641 28,655 5,986 )(TREME-XR821 SERIAL#: XR0621061592775 30011460 4 114,543 94,750 19,793 02-062012 Ford F-150(EwBoost)4# SERIAL#: 1FTNFICT4CKE10373 XTREME-XR842 SERIAL#: XR0M21M1391916 �,....__ _- - _ ., ._._.-__ _......_-_�.. ..._,._ ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE _ ----._...... .... ............... .. __. -_ .,..._,... ,. ...... Page 73 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle Recon Acct ^ L. Motor Vehicle kacon Acct ASSET# AGEfYRS COST ACCUMDEPR BOOKVALUE ASSET# AGEfYRS COST ACCUNIDEPR BOOKVALUE ....................... ... ....... 50004185 4 31,693 29,867 1,826 50004800 4 39,620 37,346 2,283 02-06 2012 Ford F-150(EwBoost)4X2 SERIAL 1FTPF1CT5CKE10374 02-M PICKUP 112 TON-FORD F-150 AD 4X2 SERIAL#: IFTIFWICT6CK397386 50004184 4 37,366 35,213 2,152 ECOBOOST 02.06 2012 Fold F-150(EwOoog)4X2 SERIAL IFTFWICT4CKE08700 50004780 4 30,016 28,287 1,729 50005006 4 5,300 4,384 916 02-06 PICKUP 112 TON-FORD F-160 HD AIM SERIAL IFFTW21360CE1386486 ECOSOOST 02-06 PICKUP 1/2 TON-FORD F-1 50 SERIAL 4: 1FTRF12218KE32123 SOOD4782 4 30,016 28,267 1,729 50005008 4 5,300 4,384 916 02-M PICKUP V2 TON-FORD F-150 HD 4X2 SERIAL 1 F7PF1 CT3CKE1 0367 02-06 PICKUP 112 TON.FORD F-1 60 HE SERIAL 4: 1rTVF12578KE27436 ECOBOOST 50004759 4 31,039 29,251 1,788 50004781 4 30,016 28.287 1,729 02-08 PICKUP V2 TON-FORD F-1 SO AD SERIAL 9: IFTNF1CT3BME20620 02-06 PICKUP 112 TON-FORD F-150 TO 4X2 SERIAL I FTPF1 CT1CKE1 0366 50004794 4 30.016 28.287 1,729 ECOBOOST 02-06 PICKUP 112 TON-FORD F-1 50 Hn 4X2 SERIAL 9: 1FTPFlCTSCKE10407 50004933 4 33,370 27.604 5,766 ECOBOOST 02-08 PICKUP V2 TON-FORD F150 HD 4X2 SERIAL 1FTPF1CT5CKE10424 500047155 4 30.016 28,287 1,729 STYLESIDE 02-06 PICKUP 1/2 TON-FORD F-1 W HD 4X2 SERIAL#: 1FTIPFlCT7CKE10408 50004951 4 30.288 25,054 5,234 ECOSOOST 02-M PICKUP 112 TON-FORD F150 HD 4X2 SERIAL#: 1FTPF1CT7CKE10439 W004786 4 30,016 28,287 1,729 STYLESIDE 02-M PICKUP 112 TON.FORD F-1 50 HD 4X2 SERIAL 4: 1FTPF1CT9CKE10409 50004952 4 30,288 25,054 5,234 ECOBOOST 02-O6 PICKUP 112 TON-FORD F150 HD 4X2 SERIAL M 1FrPFICT3CKE10440 5000-4787 4 30,016 28,287 1,729 ST ESIDIE 02-00 PICKUP 112 TON-FORD F-150 HD 4X2 SERIAL 4! 1FTPF1CT5CKE10410 50004953 4 30,288 25,054 5,234 ECOBOOST 02-06 PICKUP 112 TON-FORD F150 HD 4X2 SERIAL# 1FTPFIMCKE10441 50004788 4 30,016 28,287 1,729 STNTESIDE 02-06 PICKUP 112 TON-FORD F-1 50 HD 4M SERIAL 1FTPF1CT7CKE10411 5000L4954 4 30.288 25,054 5,234 ECOBOOST 02-06 PICKUP 112 TON-FORD F150 HD 4X2 SERIAL# 1FTPFIMCKETI M2 50004789 4 30,016 26,287 1,729 STYLESIDE 02A)6 PICKUP V2 TON-FORD F-1 50 HD 4X2 SERIAL 1FTPF1CT9CKEI0412 50004955 4 30.288 25,054 5,234 ECOBOOST 02-06 PICKUP 1/2 TON-FORD F150 HO 4X2 SERIAL* 1FTPFIMCKEI0443 50004763 4 30,016 28,287 1,729 STYLESIDE 02-06 PICKUP V2 TON-FORD F-150 HD4X2 SERIAL M 1FTPF1CT3CKEI0390 50004934 4 33.370 11,674 21,696 ECOSOOST 02-06 PICKUP 112 TON-FORD r160 HD 4X2 SERIAL* 1F1PF1CT7C10E10425 60004790 4 30,016 28,287 1,729 STYLESIDE 02-N PICKUP I/2TON-FORD F-150 HD4X2 SERIAL k IFTPFICTOCKE10413 50OM35 4 33,370 27,604 5,766 ECOBOOST 02 W PICKUP 112 TON-FORD F150 HD 4X2 SERIAL* 1FTPF1CT9CI<E10426 50004791 4 30,016 28,287 1,729 STYLESIDE 02-06 PICKUP 1/2 TON.FORD F-1 50 HD 4% SERIAL#: 1FTPFICT2CKE10414 50004948 4 30,288 25,054 5,234 ECOBOOST 02-M PICKUP 112 TON-FORD F150 HU DQ SERIAL# 1FTPF1CTICKEI0436 5000-4792 4 30,016 28,287 1,729 STYLESIDE 02T6 PICKUP 112 TON-FORD F150HD4X2 SERIAL#: IFTPFICT4CKE10415 50004932 4 33,370 27,604 5,766 E001300ST 02-06 PICKUP 112 TON-FORD ri 60 TO 4X2 SEFI 1FTPFICTOCKE10427 50004793 4 30,016 28,287 1,729 STYLESIDE 02-06 PICKUP 112 TON-FORD F-1 50 HD 4X2 SERIAL# IFTPFICT8CKE10416 50004931 4 33,370 27,604 5,766 ECOBOOST 02-06 PICKUP 112 TON-FORD F150 HD 4X2 SERIAL#: IFrPF1CT3CKE10423 50004794 4 30,016 28,287 1,729 STYLESIDE 02-06 PICKUP V2 TON-FORD F-150 HD 4X2 SERIAL#; 1FTPF1CT8CKE10417 50004947 4 30,288 25,054 5,234 ECOBOOST 02-M PICKUP tQ TON.FORD FISO HD 4X2 SERIALM 1FTPr1CTXCKE10436 50004795 4 30,016 28,287 1,729 STYLESIDE 02-06 PICKUP 112 TON-FORD F-150 TO 4X2 SERIAL M IFTPFlGTXCKE10418 500OL4946 4 30,288 25,054 5,234 ECOBOOST 02-06 PICKUP 112 TON-FORD FISO HD 4X2 SERIAL#: 1FTPF1CT8CKE10434 50004796 4 30,016 28,287 1,729 STYLESIDE 02-06 PICKUP 1/2 TON-FORD F-1 50 HD 4X2 SERIAL N: IFTPFICTlCKE10419 50004950 4 30,2158 25,054 5,234 ECOBOOST 02A6 PICKUP W TON-FORD F150 HD 4X2 SERIAL#: 1FTPF1CT5CKE10438 50004797 4 30,016 28,287 1,729 STYLESIDE 02-06 PICKUP 1/2 TON-FORD F-150 HD 4X2 SERIAL#. 1FTPFICTOOKE10420 50004949 4 30,288 25.054 5,234 ECOBOOST 02-M PICKUP 112 TON-FORD F150 HD 41X2 SERIALP 1FTPFICT3CKEI0437 50004798 4 30,016 28,287 1,729 STYLESIDE 02-06 PICKUP 112TON-FOREF.150 HD4X2 SERIAL 4: 1 FTPFlCTXCKE10421 50004889 4 30,145 26.409 1,736 ECOBOOST 02-06 PICKUP 1/2 TON-FORD F-1 SO HD 4X2 SERIAL#: 11FTPFICTWKEI0431 50004799 4 30,016 28,287 1,729 STYLESIDE 02-06 PICKUP 112 TON-FORD F.1 60 HO 4X2 SERIAL# IFTPF1CT1CKE10422 50005023 4 34,117 28.221 5,895 ECOBOOST 02-M PICKUP 112 TON-FORD F-I SO HO 4X2 SERIA-#! IFTPFICT2CM53924 STYLESIDE __jiJ[_L1NF6kIWA.fi_0NOk THIS REPO RTSHOULD BE-rREATEO AS CONFIDENTIAL UNLESS SPECIFICALLY 3TATED OTHERWISE Page 74 of 120 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated j EQUIPMENT DETAIL REPORT i Motor Vehlele Reeon AcM�_-...- ..-.-- -- ..._......_w__. ........ ... ........ I . _ ................... ..- ASSET# AGEIYRS COST ACCUM DEPR BOOKVALUE ASSET# AGE/YR5 COST ACCUM DEPR BOOKVALUE 50004891 4 30,146 28,409 1,736 50004859 4 36,872 34,748 2,124 02-06 PICKUP I/2 TON-FORD F-150 HD 4X2 SERIAL#: IFTPFICT6CKE10433 02-08 PICKUP 112 TON 4X4 FORD F-1604X4 SERIAL#: 1FTFW1EF7DKD61893 STYLESIDE SUPERCREW 60004890 4 30,145 28,409 1,736 50004657 4 36,872 34,746 2,124 024$6 PICKUP 112 TON-FORD F-150 HD 4X2 SERIAL#: 1FTPF1CT4CKE10432 02-08PICKUPI/2TON4X4FORDr-1504X4 SERIAL#: 1FTFW1EF3DKD61691 STYLESIDE SUPERCREW 500048B7 4 30,145 28,409 1,736 50OM63 4 49,544 40,140 9,404 02-06 PICKUP V2 TON-FORD F-150 HD 4X2 SERIAL#: 1FTPPICT4CKE1D429 02-08 PICKUP I/2 TON 4X4 FORD F-1504X4 SERIAL A: IFTFWIEF6DKD61917 STYLESIDE SUPERCREW 50005024 4 34,117 28,221 6,895 5GOD4865 4 48,939 39,885 9,056 02-06 PICKUP 112 TON-FORD F-150 To 4X2 SERIALk 1FTPr1CTOCKD53937 02-06 PICKUP 1/2 TON 04 FORD F-1504X4 SERIAL#. 1FTFWIEFXDK061919 STYLESIDE SUPERCREW 5NO5020 4 38,833 32,122 6,710 50004367 4 47,241 38,496 8,744 02-08 PICKUP I/2 TON 4X4-FORD F-1504X4 SERIAL# 1FTFW1ET8CKD96222 02-10 Fo F-250 SERIAL#', 1FTBF2A69BEC82599 SC STYLE 50004779 4 52,325 49,311 3.014 50004929 4 38,404 31,768 6,636 02-10 PICKUP 314 TON-FORD F-2604X2 SERIAL#'. 1FTBF2A67BEC82598 02-06 PICKUP 112 TON 4X4-FORD F1504X4 SERIAL#: 1FTFXIETXDKD17468 50004939 4 36,379 30,093 6,286 SUPERCAB 50004928 4 38,404 31,768 6,636 02-10 PICKUP314 TON-FORD F2504X2 SERIAL#: 1FTBF2AS8CEC58778 STYLESIDE PU 02-09 PICKUP V2 TON 4X4.FORD F1504X4 SERIALM 1FTFX1ET8DKO17467 50004936 4 36,629 30,300 6,330 SUPERCAB 50004895 4 38,736 32,042 6,694 02-10 PICKUP 314 TON-FORD F2504X2 SERIAL : 1FTBF2ABXCE056779 STYLESIDE PU 02-08 PICKUP 112 TON 4X4-FORD F-1604X4 SERIAL#: 1FTFW1ET4DKEW567 50004937 4 36,379 30,093 6,286 SUPERCRE 5WO4899 4 38,736 32,042 6,694 02-10 PICKUP 314 TON-FORD F2504X2 SERIAL 1FTBF2A64CEC58776 STYLESIDE PU 024)8 PICKUP 112 TON 4X4-FORD F-1604X4 SERIAL#: IFTFWIEr6DKE06571 50004938 4 36,379 30,093 6,286 SUPERCRE 50004898 4 38,736 32.042 6,694 02-00 PICKUP 314 TON-FORD F2504X2 SERIALM 1FT13F2A66CEC58777 STYLESIDE PU 02-00 PICKUP I/2 TON 4X4-FORD F-1504X4 SERIALk 1FTFW1ET4DKE06570 50004884 4 36,368 34,264 2,094 SUPERCRE 50004903 4 38,736 32,042 6,694 02-10 PICKUP 314 TON FORD F450 HD 4X2 SERIAL#: 1FTTW2A64CEC58767 STYLESIDE 02-08 PICKUP 112 TON 4X4-FORD F-1504X4 SERIAL#: 1FTFW1ET3DKE06575 50004893 4 33,154 31.245 1,910 SUPERCRE 60004897 4 38,736 32,042 6,694 02-10 PICKUP 3/4 TON FORD F-150 HD 4X2 SERIAL#: IFTBFZA62CEC58709 STYLESIDE 02-08 PICKUP 112 TON 4X4-FORD F-1504X4 SERIAL#: 1FTFW1ET8DKE06569 50004877 4 66,399 53.151 3,249 SUPERCRE 50004902 4 38,736 32,042 6,694 02-10 PICKUP 3/4 TON FORD F-2504X2 SERIALA 1FDBFM61CF058794 UTILITYTRUCK 02-08 PICKUP I/2 TON 4X4-FORD F-1504X4 SERIAL#: 1FTFW1ET1DKE06574 550004878 4 56,399 53,151 3,249 SUPERCRE 50004901 4 38,736 32,042 6,694 02-10 PICKUP 3/4 TON FORD F-2504X2 SERIALM 1FDBF2A65CE058796 UTILITY TRUCK 02-08 PICKUP 112 TON 4X4-FORD F-1504X4 SERIALk 1FTFWlETXDKENS73 50004876 4 56,399 53,151 3,249 SUPERCRE 50OW96 4 38,736 32,042 6,694 02-10 PICKUP 3/4 TON FORD F-2504X2 SERIAL#: 1FDBF2A6XCEC68793 UTILITY TRUCK 02-0B PICKUP V2 TON 4X4-FORD F-1504X4 SERIAL#. 1FTFWIET60KE06568 W004875 4 56,799 53,528 3,272 SUPERCRE 50004900 4 38,736 32,042 6,694 02-10 PICKUP 314 TON FORD F-2504X2 SERIALM 1FDBF2A.66CEC56792 UTIL17YTRUCK 02-08 PICKUP 112 TON 4X4-FORD F-1604X4 SERIAL#: 1FTFW1ET8DKE06572 50004872 4 56,399 53,151 3,249 SUPERCRE 50005002 4 40,759 33,716 7,043 02-10 PICKUP 314 TON FORD F-2504X2 SERIAL#: IFOBF2A63CEC55796 UTILITY TRUCK 02-08 PICKUP 112 TON 4X4-FORD F-150 SC SERIAL : 1FTFW1EF5DKD81925 50004873 4 56,799 53,528 3,272 60005004 4 40,759 33,716 7,043 02-10 PICKUP 3/4 TON FORD F-2504X2 SERIAL#: IMBF2 CEC58790 02-08 PICKUP V2 TON 4X4-FORD F-150 SC SERIAL#: 1FTFW1EF9DKD61927 UTILITYTRUCK 50005003 4 40,759 33,716 7,043 50OD4874 4 56,799 53.528 3,272 02-08 PICKUP 112 TON 4X4-FORD F-150 SC SERIAL#'. 1FTFW1EF7DKD61926 02-10 PICKUP 314 TON FORD F-2504X2 SERIALM 1FDBF2A660EC58791 50004864 4 50,249 40,438 9,811 UTILITYTRUCK 02-08 PICKUP 112 TON 4X4 FORD r-1504X4 SERIAL#: 1FTFW1EF8DKD61918 60OM66 4 51,223 48,272 2,950 SUPERCREW 02-10 PICKUP 314 TON FORD F-250 UTILITY SERIALk IFFEFZABSCEC58787 SM04860 4 36,872 34,748 2.124 TRUCK 02-08 PICKUP V2 TON 4X4 FORD F-1504X4 SERIALM 1FTFW1EF9DKD61804 50009172 0 45,057 9,011 36,046 SUPERCREW 2016-F-050SUPERCREW(WHITE) SERIAL#: I FTEWI EFI GKF58042 50ON320 3 20,000 14,240 5,760 CHEVROLETSILVERADO 15M HYBRID CC SERIAL#: 3GCUCUEJ2BG172157 ALL INFORMATIONON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 75 of 120 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT -1 Motor Vehicle Recon Acct II Vehicle Recon Acct ASSET# AGEIYRs COST ACCUMIDEPR BOOK VALUE ASSET# AGE(YRS COST ACCUIVIDEPIR BOOK VALUE ---- -- ----------------- ----- 50006264 3 22,000 18,198 3,802 50004467 5 32,644 30,952 1,892 CHEVROLET-SILVERADO 1500 HYBRID CC SERIAL#: 3GCUCUEJ5SG16W12 FORD 1/2 TON PICKUP SERIALM 1FTPF1CT9CKD53906 50006210 3 15,025 10,698 4.327 50004470 5 33,332 31,412 1,920 CHEVROLET-SUBURBAN 1500 SERIAL#! IGNFC36049RI46B96 FORD 112 TON PICKUP SERIAL#: 1FTPF1CT2BKE23016 50005289 3 10,739 8,8153 1,856 50004471 5 33,332 31,412 1,920 CHEVROLET TAHOE SERIAL#: IGNEC233MR162657 FORD 1/2 TON PICKUP SERIAL#: 1FTPFICT48KE23017 50005312 3 36,000 29,779 6,221 50004472 5 33,880 31,929 1,951 CHEVROLET-TAHOE HYBRID SERIAL#: 1 GNSCDFJ98R102662 FORD 112 TON PICKUP SERIAL#. IF7PFICT6BKE23021 50005724 4 36,000 29,779 6,221 50004473 5 33,780 31,834 1,946 CHFVROLET-TAHOE HYBRID SERIAL#: IGNSCOFABR192620 FORD 112 TON PICKUP SERIALM IFTPFICT613KE23018 50009305 0 26,364 5.271 21,083 50004450 5 29,793 28,077 1,716 CHEVROLET-TAHOE LS SERIAL 1GNSCA<C2FR521634 FORD 112 TON PICKUP SERIAL#: 1FTPFICT8CKD53813 500043" 5 40,594 38,256 2,336 50004475 5 33,630 31,693 1,937 FORD 112 TON 4X4 PICKUP SERIAL 1 FTFW1 EF2CFB56862 FORD 1/2 TON PICKUP SERIAL#: IFTWICT41BIKE23020 600OL4360 5 13,0010 12,251 749 50004457 5 35,241 33,211 2,030 FORD 1/ TON 4X4 PICKUP SERIAL#: IFTVF14648KD68407 FORD 112 TON PICKUP SERIA-4; IFTFWICT713KE2303S 50004440 5 37,322 36,172 2,150 50004478 5 34,03.4 32,074 1,960 FORD 12 TON 4X4 PICKUP SERIAL 1FTFW1EF8CFA20705 FORD 112 TON PICKUP SERIAL#: IFTPF1CTSCKD53898 50004441 5 41.905 39,491 2,414 50004460 5 34.035 32,075 1,960 FORD 112 TON 4X4 PICKUP SERIAL 1FTFWIET7CKD19499 FORD 112 TON PICKUP SERIAL#: IFTPFlGTXCMM900 60004459 5 42,361 39,940 2.441 50004481 5 34,035 32,075 1,960 FORD II TON 4X4 PICKUP SERIAL#: 1FTFW1ET9BKE23040 FORD 112 TON PICKUP SERIAL#: IF-rPFICTICKD53901 50004464 5 42,362 39,941 2,441 60004482 5 34.035 32,075 1,960 FORD 112 TON 4X4 PICKUP SERIAL#, 1 FTFW1 ETSBKE23045 FORD 112 TON PICKUP SERIAL#: IFTPFICT3CKD53902 50004463 5 42,382 39,941 2,441 50004483 5 30,669 28,902 1.767 FORD 112 TON 4X4 PICKUP SERIAL#'. I FTFW1 ET6BKE23044 FORD 1/2 TON PICKUP SERIAL#: 1FTNFICT7BKE20619 60004462 5 42.362 39,941 2."1 50904223 5 26,105 24,601 1,504 FORD 12 TON 4X4 PICKUP SERIAL#: I FTFW1 Er45KE23043 FORD 112 TON PICKUP SERIAL#. 1FTPFICT6BKD95642 5DO04227 5 26,270 24,767 1.613 50004474 5 33,630 31,693 1,937 FORD 112 TON PICKUP SERIAL#: IFTPFlGT78KE22993 FORD 1/2 TON PICKUP SERIAL#: 1PTPF1CT6DKE23019 50004232 5 26,105 24,601 1,504 50004439 5 31.315 29,511 1.804 FORD 112 TON PICKUP SERIAL M 1FTPF1CT4BKD05641 FORD 112 TON PICKUP SERIAL#. 1FTNF1CTXBKE00705 50004230 5 26,105 24,601 1.504 50004296 5 32.617 30,738 1,879 FORD 112 TON PICKUP SERIAL#: 1FTPFICT66KD96639 FORD 112 TON PICKUP SERIAL#: IFTFW1CV6AKE78274 50004452 5 29,793 28,077 1,716 50004297 5 32,617 30,738 1,879 FORD 112 TON PICKUP SERIAL 1FTPFICT3CKD53916 FORD 1/2 TON PICKUP SERIAL#' 1FTFW1GV1AKE78276 50004217 5 24,687 23,265 1,422 50004327 5 32,627 30,748 1,879 FORD 112 TON PICKUP SERIAL 1FTPF1CT8BKE22999 FORD 112 TON PICKUP SERIAL#. 1F'rFW1CV3AKE78277 50004228 5 26,105 24,601 1,504 60004396 5 32,621 30,742 1,879 FORD 1/2 TON PICKUP SERIAL III: 1FTPF1CT2BKD95637 FORD 112 TON PICKUP SERIAL* IFrPF1CT9BKF23014 50004293 5 32,616 30,737 1,879 50004399 5 32,621 30,742 1,879 FORD IP2 TON PICKUP SERIAL#; IFTFW1CV4AKE78272 FORD 112 TON PICKUP SERIAL 1FTPFICT1BKE23007 5GOD4225 5 26,105 24,601 1,504 50004401 5 32,621 30,742 1,679 FORD 112 TON PICKUP SERIAL#: IrTPFICTXBKD95644 FORD 112 TON PICKUP SERIAL 1FTPFlCT58KE23009 50004222 5 24,687 23,265 1,422 50004466 5 32.844 30,952 1,1392 FORD 1 a TON PICKUP SERIAL#: IFTPF1CT6BKF23004 FORD 112 TON PICKUP SERIAL#: IFTPFICMKD53904 50004221 5 24,687 23,265 1,422 50004406 5 81600 8,010 490 FORD 1✓2 TON PICKUP SERIAL III: 1FTPFICT4BKE23003 FORD V2 TON PICKUP SERIAL#: 1FTRF12278KE32126 50004213 5 24,686 23.264 1,422 50004458 5 35,241 33,211 2,030 FORD 112 TON PICKUP SERIAL#: 1FTPFlCTOBKE22995 FORD 112 TON PICKUP SERIAL#. 1FTFW1CT9BKE23039 50004216 5 24,687 23.265 1,422 50OD4449 6 29,792 28,076 1,716 FORD 112 TON PICKUP SERIAL#: 1FTPF1CT69KE22990 FORD 112 TON PICKUP SERIAL#: 1FTPF1CT0CKD53906 5NO4229 5 26,105 24,601 1,504 500D4451 5 29,793 28,077 1,716 FORD 1/2 TON PICKUP SERIAL#: 1FTPF1CT4BI FORD 112 TON PICKUP SERIAL#'. 1FTPF1CTXCMD53914 50004476 5 33,555 31,622 1,933 50OD4454 5 35,240 33,210 2,030 FORD 112 TON PICKUP SERIAL#: 1FTPFlCT6BKF23022 FORD 112 TON PICKUP SERIAL#: 1FrFY"CTIBM3035 L INFORMATION ON THIS REPORT SHOULD-lig-TREATED Ai CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 76 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle--Recon Acct Motor Vehicle ReconAcct ASSET# AGEYRS COST ACCUM DEPIR BOOK VALUE ASSET# AGE`YRS COST ACCUMDEPR BOOKVALUE ............. ....................................... 50004455 5 35,240 33,210 2,030 50004332 5 23,624 22,263 1,361 FORD 1 T TON PICKUP SERIAL#: 1 FTW CT38KU3036 FORD SEDAN SERIALM 3FAHPOJG7BR343942 50OD4466 5 35,241 33,211 2,030 50004342 5 30,559 28,799 1,760 FORD 1/2 TON PICKUP SERIAL#; 1FTFWICT5BKE23037 FORD SEDAN SERIAL 9: 1 FAJAP2EW1 CG132063 50004295 6 32,616 30,737 1,879 50OM76 5 28,779 27,121 1,658 FORD 112 TON PICKUP SERIAL# IFTFWICVXAKE70275 FORD SEDAN SERIALM 3FADPOL39CR367024 50004405 5 1 8,ODO 16,963 1,037 50004385 5 24,425 23,018 1,407 FORD 1/2 TON PICKUP SERIALM IFTRWI4829FA40036 FORD SEDAN SERIAL# 3FAHPOHA4GR329841 50004226 5 26,270 24,757 1,513 50OM91 5 31,234 29,435 1,799 FORD 112 TON PICKUP SERIAL# 1FTPFICT3EKE2299I FORD SEDAN SERIAL#: 2FMOK4JC2CRA93677 50004446 5 39,679 37,393 2,286 50004390 5 28.779 27,121 1,658 FORD 314 TON 04 PICKUP SERIAL#; 1FT7W2B65CEB24590 FORD SEDAN SERI&* 3FADPOIL34CR367027 50004447 5 39,680 37,394 2,286 50004389 5 28,729 27,074 1,656 FORD 314 TON 4M PICKUP SERIAL IFT 21367CEB24691 FORD SEDAN SERIA-4: 3FADPOL35CR366985 5DO04363 5 18,SW 17,434 1,066 50OD4388 5 28.729 27,074 1.655 FORD Y4 TON 4X4 PICKUP SERIAL 1FTSF21Y28ED97863 FORD SEDAN SERIAL 4: 3FADPtL33CR3669s4 50004275 5 18,000 16,963 1,037 50004438 5 32,9114 31,0154 1,900 FORD 314 TON 4X4 PICKUP SERIAL 1FTNF21579EA77829 FORD SEDAN SERIALM IFAHP2HWOCGI43633 5004445 5 39.679 37,393 2,286 50004437 5 24,652 23,232 1,420 FORD 314 TON 4X4 PICKUP SERIAL 1FT7W2S64ICEB24581 FORD SEDAN SERIAL 4- 3FAHP0In[A6CR329056 50004407 5 12,500 11,780 720 50004387 5 28,729 27,074 1,655 FORD 314 TON PICKUP SERIAL M IFTNF2059BEE092M FORD SEDAN SERIAL#: 3FADPOL36CR367028 5DO05339 3 32,323 26,738 5,585 50004328 5 30,433 28,680 1,753 FORD F-150 SERIAL 4 lFrNFlCFDDKFNW FORD SW SERIAL 9: 2FMDK4JC5CBA93673 50005669 3 39,349 32,549 6,799 50004299 5 30,434 28,681 1,753 FORD F-1 50 HD SERIAL 9- IFTPFIET3CKEI0452 FORD SW SERIALM 2FMDK4JCOCBA93675 50GO5670 3 39,349 32,549 6.799 50004298 5 30,433 28,680 1,753 FORD F-1 50 HD SERIAL IFTPF1ET3CKE10449 FORD SLIV SERIAL# 2FMDK4JC7CBA93674 50005671 3 39,349 32,549 6,799 50OD6155 3 35,%3 29,418 6,145 FORD F-1 50 HD SERIAL IFrPPI ETXCKE10450 FORD,PICKUP,314T,4X4,SC SERIALt 1FT7X2B65CEC73675 50005668 3 39,349 32,549 6,799 50009354 0 43,201 9,640 34,661 FORD F-150 HD SERIAL 4: IFTPFIETlCKE10451 FORD-S150SUPERCREW SERIAL 4: IF ICFOGIT-73409 50008674 1 15,3G0 7,956 7,344 50005709 3 30,610 25,321 5,289 FORD F-1 50 SUPERCREW SERIAL# 1FTFWIEF0DKD61895 FORD-E-250 SERIALM IFTNF21FWXFDA06193 50009023 1 48,112 9,622 38,490 60002211 8 21,737 21,737 0 FORD F-250 CREW CAB SERIAL P IFT7W2B6XGEC340I0 FORD�-250 SERIALM 1FrNE24L88DA24171 50004394 5 37,541 35,379 2.162 50002252 8 26,954 26,954 0 FORD MID SIZE SUV SERIAL# 1FMHKBr)81CG&57178 FORD-E-250 SERIAL P IFTNE24LOOD8215838 60004392 5 36,866 34,743 2,123 50005710 3 30,610 25,321 5,289 FORD MID SIZE SUV SERIAL 1 FMHK8080CGA52926 FORD-E-250 SERIAL#: IFTNE2EW1EDA06194 50004381 5 29,111 27,434 1.677 50007293 2 34,656 24,675 9,981 rORDSEDAN SERIAL 3FADPDL37CR367023 FORD-EDGE SERIAL* 2FMDK4GC3EBA05939 50004380 5 29,111 27,434 1,677 50OD6692 6 27,272 27,272 0 FORD SEDAN SERIALM 3FADPOL35CR367022 FORD-EDGE SERIAL 4: 2FMDK4GG3BBA61902 5ODD4379 6 29,111 27,434 1,677 50006735 3 31,227 25,831 5,396 FORDSEDAN SERIAL 9: 3FADPOL33CR367021 FORD-EDGE SERIALM 2rMDK4GC9DBC06601 5WO4382 5 29,195 27.513 1,662 60006734 3 31,028 25.666 5,362 FOR[)SEDAN SERIAL# 3FADPOI-33CR367018 FORD-EDGE SERIALM 2FMDK40CXDBB22693 50004377 5 28,779 27,121 1,658 50OD6696 5 31,322 29,518 1,804 FORDSEDAN SERIAL 4: 3FADPOL30CR367025 FORD-EDGE SERIALM 2FMDMJMCM93676 60OD4383 5 29,195 27,513 1,682 50008717 1 37,444 19,471 17,973 FORD SEDAN SERIAL 9: 3FADPOL35CR367019 FORD-EDGE SERIAL# 2FMOK4JC2EB823487 50004341 5 32,680 30,798 1,882 50008716 1 35,551 18,487 17,0135 FORDSEDAN SERIAL#: 1FAHP2HW3CG139I72 FORD-EDGE SERIAL* 2FMOK4GC5EBB69262 5NO4378 5 28,779 27,121 1,658 50009074 0 33,335 6,667 26,669 FORD SEDAN SERIAL 3FADPOI-32CR367026 FORD-EDGE SERIALM 2FMPK4G97GBB52460 ALL INFORMATION ON THIS REPORT SHOULD uT EATED AS'CONFIDENTIAL ---- --------- ----------- - Page 77 of 120 062 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT _ _ Motor Vehlcle Recon Acct __ [_ Motor Vehicle Recon Acct ASSET# AGErvRS COST ACCUM DEPR BOOKVALUE ASSET AGEM1RS COST ACCUM DEPR BOOKVALUE -__ ......... ..... 50009075 0 33,666 6,713 26,853 50008990 1 33,424 6,685 26,739 FORD-EDGE SERIALM 2FMPK4090GBB61988 FORD-EDGE-AWD SERIAL#: 2FMPK4G98GBB06236 50009107 0 32.903 6,581 26,322 5000B992 1 32.830 6,566 26,264 FORD,EDGE SERIAL : 2FMPK4G98GBB55199 FORD-EDGE-AWD SERIALM 2FMPK4091 OBB06230 50007922 2 34,494 17,937 16,557 5000BNI 1 32,702 6,540 26,161 FORDEDGEAWD SERIAL#'. 2FMDK4GC6EBB67094 FORD-EDGE-AWD SERIAL#: 2FMPK4G9XGBB06237 50005721 3 34,699 28,703 5,996 50008855 1 33,012 6,602 26,409 FORD-EDGE AWD SERIAL#: 2FMDK4GC8DBS22692 FORD-EDGE-SE AWD SERIAL#: 2FMPK4G95GBB06235 50006W 2 34,416 24,504 9,912 50006694 6 21,392 21,392 0 FORD-EDGE AWD SERIAL#: 2FMOK4GC7E8B18W3 FORD-ESCAPE SERIAL IFMCU0D7713KC43137 50006559 2 33,494 17,417 16,077 50007303 3 26,157 18,624 7,533 FORD-EDGEAWD SERIAL : 2FMDK4GCXEBB67101 FORD-ESCAPE SERIAL#: 1FMCU9GXBEUC31392 50006560 2 33,494 17,417 16,077 50007297 3 26.157 18,624 7,533 FORD-EDGE AWD SERIAL 2FMDK4GC1EBB67102 FCRC-ESCAPE SERIAL# 1FMCU9GX4EUC31391 50006612 2 37.237 26,513 10,724 50004849 4 29,555 24,448 5,107 FORD-EDGE AWD SERIAL : 2FMDK4JCXEBB39971 FORD-ESCAPE SE 4WD SERIAL#: IFMOMMDLIC48240 50006613 2 31.400 22,357 9,043 50004855 4 29,555 24,448 5,107 FORD-EDGEAWD SERIAL#: 2FMDK4GC2EBB39986 FORD-ESCAPE SE 4WD SERIAL#: IFMCU9GXSWC48246 50007486 2 34,374 17,875 16,500 60004654 4 29,555 24,448 5,107 FORD-EDGEAWD SERIAL#: 2FMDK4GC1EBB67097 FORD-ESCAPE SE 4WD SERIAL#: 1FMCU9GX3DUC48245 50007756 2 33,539 17,"0 16,099 50004a53 4 29,555 24,448 5,107 FORD-EDGEAWD SERIAL 0' 2FMDK4GC5EBB67099 FORD-ESCAPE SE 4WD SERIAL#: 1FMCU9GX1DUC48244 5000B359 1 35,010 18,205 16,805 50004952 4 29,555 24,448 5,107 FORD-EDGE AWD SERIAL : 2FMDK4GCXEBB67096 FORD-ESCAPE SE 4WD SERIAL#: 1FMCU9GXXDUC48243 50009392 0 33,691 6,738 26,953 50004850 4 29,555 24,448 5,107 FOR6EDGE AWD SERIAL#: 2FMPK4G94GBC59728 FORD-ESCAPE SE 4WD SERIAL#'. 1FMCU9GX6DUC48241 50008365 1 33,916 17,636 16,280 50004830 4 34,481 32,495 1,986 FORD-EDGE AWD SERIAL 2FMDK4GC1EBB27277 FORD-ESCAPE SE 4WD SERIAL#'. 1FMCU9GX60UA70270 60008360 1 35,010 18,205 16,805 50004851 4 29,555 24.448 5,107 FORD-EDGE AWD SERIAL#'. 2FMDK4GC3EBB67098 FORD-ESCAPE SE 4WD SERIAL#, 1FMCUPGX8DUC48242 50003186 5 37.296 37,296 0 50000421 5 11,500 11.500 0 FORD-EDGE AWD-SEL SERIAL#'. 2FMDK4JC913191361021 FORD ESCAPEXLS SERIAL#: 1FMCU0C73BKA15550 50004524 4 36,253 34,164 2,088 50000345 6 23,252 23,252 0 FORD-EDGE LTD SERIAL#: 2FMDK3K97DBA83712 FORD-ESCAPE XLT SERIAL#: 1FM000DGOAKD19232 50004523 4 36,263 34,164 2,088 50OD3183 6 22,115 22,115 0 FORD-EDGE LTD SERIAL#: 2FMDK3K95DBA93711 FORD ESCAPEXLT SERIAL 1 FMCUODGXAKD45529 50008757 1 16.500 8,580 7,920 50006784 6 42,318 42,318 0 FORD-EDGE LTD SERIAL 2FMDK3K99DBA83713 FORD-EXPEDITION SERIAL#: 1FMJK/J520EF36075 50009337 0 30,302 6,060 24,242 50009391 0 53,276 10,656 42.621 FORD-EDGE SE SERIAL 2FMPK4G96GBB76080 FCRD-EXPEDITION4X4 SERIAL 4: 1FMJUIMHEA00998 50004831 4 31,254 29,454 1,800 500OL4728 4 43,B77 41,350 2,527 FORD-EDGE SE 4WD-SE SERIAL#: 2FMDK4GC6DBA83145 FORD-EXPEDITION XLT 04 SERIAL 1FMJU1J59CEF50103 5DO05658 3 34,619 28,636 5,962 50000397 6 37,444 37,444 0 FORD-EDGE SE AWD SERIAL#: 2FM0K4GC4DBC62081 FORD-EXPEDITION XLT 4x4 SERIAL#: 1FMJU1G57AEB73045 50005657 3 34148 28,247 5.901 60004727 4 43,806 41,283 2,523 FORD-EDGE SE AWD SERIAL#: 2FMDK4GCBDI3I3n 4 FORD-EXPEDITION XLT 04 SERIALM 1FMJU1J54CEF67128 6NO4932 4 34,367 32,388 1,980 50005DB4 4 46,576 39,527 8,048 FORO-EDGE SE AWD SERIAL#: 2FMDK4GC1D3A86681 FORD-EXPEDITION XLT 4X4 SERIAL#: IFMJU1J52CEF46449 5DO08718 1 40,057 20,835 19,232 50007320 2 34,875 24,831 10,044 FORD-EDGE SEL SERIAL#', 2FMTK4J91FBB75856 FORD-EXPLORER SERIAL#: iFM5K8DSXEG685411 50005059 4 38,220 31,616 6,604 50007311 3 33,637 23,950 9,687 FORD-EDGE SEL AWD SERIAL#. 2FMDK4JC4CBA93678 FORD-EXPLORER SERIAL#: iFM5K8D8XEGB19733 50005060 4 38.993 32,247 6,736 50007309 3 33,637 23,950 9,687 FORD-EDGE SEL AWD SERIAL#: 2FMDK4JC7CBA06671 FORD-EXPLORER SERIAL#: 1FMMDBBEGB19732 50008993 1 32.615 6,523 26,092 50001328 11 28,328 28,328 0 FORD-EDGE-AWO SERIAL : 2FMPK4G93GBB06239 FORD-EXPLORER SERIAL 1FMEU73E26U830000 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTULLUNLESS SPECIFICALLY STATED OTHERWISE Page 78 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated } EQUIPMENT DETAIL REPORT I _ Motor Vehicle Recon Acct _ Motor Vehicle Recon Acct ! ASSET# AGEIYRS COST ACCUM DEPR BOOK VALUE ASSET# AGEtYRS COST ACCUM DEPR BOOK VALUE ...._ _-__ - .... ..... .... ........_ -----__. _.._ .-..._- _ ,_ .. ...... 5DO07306 3 33.637 23,950 9,687 50000565 5 31,124 31,124 0 FORD-EXPLORER SERIAL#: 1FM5K8D86EGB19731 FORD-EXPLORER XLT 4X4 SERIAL* 1rMHK8D88CGA37090 50004428 4 39.632 37,349 2,283 50005161 3 37,D08 30,613 6,395 FORD-EXPLORER SERIAL#'. 1FMHK8Ds6GGA91943 FORD-EXPLORER XLT 4X4 SERIAL#: 1FM5KBD69DGC95431 50006736 3 34.538 26,570 5,968 60000566 5 31,124 31,124 0 FORD-EXPLORER SERIAL#: iFM5KODB9EGA50038 FORD-EXPLORERXLTU4 SERIAL#', 1rMHK8DBXCGA37091 500067D5 4 2,790 2,637 161 60004369 4 31,946 30,105 1,840 FORD-EXPLORFR SERIAL# IFMEU73678UAG9808 FORD-F150 SERIAL#. 1FTPHC-MKD53919 5WO6693 6 28,173 28.173 0 50004372 4 31.946 30.105 1,840 FORD-EXPLORER SERIAL#: 1FMHK70679GA35897 FORD-F150 SERIAL#. 1FTPF1CT9CKO53922 50007317 2 34,875 24,831 10,044 60004368 4 31,946 30,105 1,840 FORD-EXPLORER SERIAL 4: 1FMSKBDBBEG685410 FORD-F150 SERIAL#. 1FTPF1CT5CKD53917 50006691 7 30,747 30,747 0 50004370 4 31,946 30.105 1,840 FORG-EXPLORER SERIAL#: 1FMEU7O62AUA5955B FORD-F150 SERIAL#'. 1FTPF1CT5CKD53920 50007314 3 33,637 23,950 9,667 50004504 4 36,430 34,331 2,098 FORDEXPLORER SERIAL 1 FMSK81)BIE013197M FORD-F150 SERIAL '. 1F FMCFXCFA01706 50009368 0 39,686 7,918 31,670 50007956 2 26,258 13,654 12,604 FORD-EXPLORER SERIAL 1FM5KD8911GA96625 FORD-FI50 SERIAL#, 1FTNF1CF9DKF22629 50009369 0 39,588 7,918 31,670 50004371 4 31,946 30,105 1,840 FORD-EXPLORER SERIAL 1FM5K7DB7HGA98S24 FORD-F150 SERIAL#'. 1FTPF1CT7CKD53921 5DO04760 4 34,879 32,870 2,009 50007955 2 25,790 13,411 12,379 FORD-EXPLORER 4X4 SERIAL 0: 1FM5Ke B84DGB33919 FORD-F150 SERIAL#'. 1FTNF10r3DKE46726 50004761 4 33,730 31,788 1,943 50005445 3 33,229 27,407 5,742 FORD-EXPLORER 4X4 SERIAL : 1FMSK9B840GA71664 FORD-F-150 SERIAL#. 1FTPF1CFXDKF08920 5000D449 6 27,872 27,872 0 50005729 3 34,621 24,650 9,971 FORD-EXPLORERXW SERIAL#: IFMHKBB01BGA1876H FORD-F-150 SERIAL#'. 1FTPF1CF6DKF87562 50006614 2 39.476 28,107 11,369 50000308 7 20,419 20,419 0 FOR6EXPLORERXLT SERIAL 1FM5K8D82FGA5560S FORD-F-150 SERIAL#: 1FTMFiCW5AKEOI 5000D440 6 35,039 35,039 0 50005728 3 34,621 24,550 9,971 FORD-EXPLORERXLT SERIAL#: 1FMHK7DBXBGA12ID4 FORD-F-150 SERIAL#: 1FTPF1CF6DKF87561 50008397 1 39,110 20,337 18,773 50005727 3 34,621 24,660 9,971 FORD-EXPLORERXLT SERIAL#: FORD-F-150 SERIAL 1FTPF1CF4DKF87560 60008394 1 39,110 20,337 18,773 50000315 7 20,464 20,484 0 FORD-EXPLORERXLT SERIAL#: FORD-F-150 SERIAL#: 1FTMMMAKE03642 50008396 1 39,110 20,337 18,773 50005726 3 34,621 24,650 9,971 FORD-EXPLORERXLT SERIAL# FORD-F-150 SERIAL#: 1FTPF1CF8DKF87559 50009174 0 40,210 8,042 32,168 50005027 4 37,374 30,916 6,458 FORD-EXPLORERXLT SERIAL#: 1FM5KSD8XGGB735B4 FORD-F-150 SERIAL It. 1FTPF1ET1CKE1044B 50008396 1 39,110 20,337 18,773 5000D317 6 20,419 20,419 0 FORD-EXPLORER XLT SERIAL#: FORDF-150 SERIAL IFTMFlCWDAKE03844 5WO9173 0 39.540 7,908 31,632 60GO5656 3 38,967 32,234 6,734 FORD-EXPLORERXLT SERIAL 1FM5K8DB2FGC07662 FORD-F-150 SERIAL 1F7FW1ET3DKF67668 5000066 2 37,720 26,856 10,863 50006482 3 47,238 39,075 8,163 FORD-EXPLORER XLT 4WD SERIAL IFM51<81381EG885409 FORD-F-150 SERIAL 1FTFW1ET3DKE75959 5WO6365 2 37,720 26,856 10,863 50007376 2 34,067 18,131 16,736 FORD-EXPLORER XLT 4WD SERIAL#', 1FM5K8D8XEG885408 FORD-F-150 SERIAL#: 1FTNFICFXEKG11515 5NO0294 7 27,948 27,948 0 50005446 3 33,229 27.487 5,742 FORD-EXPLORER XLT 4s1 SERIAL 4: 1FME00EMLIA64705 FORD-F-150 SERIAL# 1FTPF1CF1DKF06921 50000320 6 27,259 27,259 0 50007378 2 34,879 18,137 16,742 FORD-EXPLORERXLTAI4 SERIAL iFMEUME3AUA74561 FORD-FAA SERIAL#: 1 FTNF1 CF3EKG11517 50000271 7 27,798 27,798 0 50005444 3 33,229 27,487 5,742 FORD-EXP1.ORERXLT4X4 SERIAL 1FMEU7DEXAUA63024 FORD-F-150 SERIAL#: 1FTPF1CF3DKF06919 50002366 8 26,409 26.409 0 50005443 3 33,229 27,487 5,742 FORD-EXPLORER XLT 4.4 SERIAL 0: 1FMEU73E59UA15654 FORD-F-150 SERIAL#', 1FTPFiCF1DKF06910 50005160 3 37.008 30,613 6,395 50005442 3 33,229 27,487 5,742 FORDEXPLORER XLT 4X4 SERIAL#: IFMSKBD07DGC95430 FORD-F-150 SERIAL#: 1FTPFICFXDKF08917 ALL INFORMATIONON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFII:ALLY STATED OTHERWISE Page 79 of 120 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ..... Motor Vehicle Recon Acct Motor Vehicle Recon Acct _ { .._ .- .. .._. ..............---- .....f ASSET# AGE/YRS COST ACCUM DEPR BOOKVALUE ASSET AGErvRS COST ACCUM DEPR BOOKVALUE 50005441 3 33,229 27,487 5,742 50006733 3 34,621 24,650 9,971 FORD-F-150 SERIAL#: 1FTPFICFBDK O6916 FORD-FAA SERIAL#: 1FTWICF513KF87566 50005440 3 33,229 27,487 5.742 50005732 3 34,621 24,650 9,971 FORD-F-150 SERIAL#: 1FTPFICFl DKFO8935 FORD-F-150 SERIAL#: 1FTPFICF3DKF87585 50005439 3 33,229 27,487 5,742 50005730 3 34,621 24,650 9.971 FORD-F-150 SERIAL# IFTPFl CFXDKFO6934 FORD-F-150 SERIAL#: 1FTPFICFXDKF87563 5DO05447 3 33,229 27,487 5,742 50005735 3 34,622 2B,639 5,983 rOR0-F-150 SERIAL#: 1FTPF1CF3DKF06922 FORD-F-150 SERIAL 1FTFWI CFXDKF87719 500073B7 2 34,879 18,137 16,742 50005365 3 33,133 27,407 5,725 FORD-F-150 SERIAL#: IFTNFICF4EK011526 FORD-F-150 SERIAL irTPF1CF6DKF06B79 50005740 3 34,622 28,639 5,983 50007359 2 33,853 17,603 16,249 FORD-F-150 SERIAL : 1FTFW1CF3DKF87724 FORD-F-1W SERIAL#: IFTNFlCFOEKG11638 50005739 3 34,622 28,639 5,983 50005369 3 33,133 27,407 5,725 FORD-F-150 SERIAL#: 1FTFW1CF1DKF87723 FORD-F-150 SERIAL#: 1FTPFICFB0KF06883 5GOD5738 3 34,622 28,639 5,983 50007358 2 33,853 17,603 16,249 FORD-F-150 SERIAL#: IFTFWlCFXDKF87722 FORD-F-160 SERIAL#: 1FTNFIGF9EKG11637 50006016 3 40,599 28,906 11,692 50007357 2 33,853 17,603 16,249 FORPF-150 SERIAL#: IFTEWIEF3EKD52190 FORD-F-150 SERIAL#: 1FTNFlCHEK611536 50005737 3 34,622 28,639 5,983 50007356 2 33,853 17,603 16,249 FORDF-150 SERIAL#: 1FTFW1CF8DKFM21 FORD-F-160 SERIAL#: 1FTNFICFSEKG11535 50005736 3 34,622 28,639 5,983 50007355 2 33,853 17,603 16,249 FORD-F-150 SERIAL : 1 FTFWI CFBOKF87720 FORD-F-150 SERIAL#: 1FTNF1CF3EKG11534 50007393 2 34,366 17,870 16,496 50007354 2 33,853 17,603 16,249 FORD-F-150 SERIAL#: 1FTNF1CF3EKG11503 FORD-F450 SERIAL#. 1FTNF1CF1EKG11533 60007392 2 34,366 17,870 16,496 50007353 2 33,853 17,603 16,249 FORD-F450 SERIALM IFTNFICFlEKG11502 FORDF-150 SERIAL#: 1FTNFICFXEKG11532 50007391 2 34,366 17,870 16,496 50007361 2 35,171 18,269 16,E82 FORD-F-150 SERIAL#: 1FTNFICFXEKG11501 FORDF-150 SERIAL 1FTNF1CF6EKG1153D 60007390 2 34,366 17,870 16,496 50005368 3 33,635 27,823 5,812 FORD-F-150 SERIAL#: IFTNF1 CFBEKGI 1500 FORD-F-150 SERIAL# 1FTPF1CF6DKF06882 50007389 2 34,867 18,131 16,736 50007368 2 33,853 17,603 16,249 FORD-F-150 SERIAL IFTNFICFBEKG11528 FORD-F-150 SERIAL 1FTNFI CFI EKG11547 50005731 3 34,621 24,650 9,971 50006366 3 33,133 27,407 5,725 FORD-F-150 SERIAL#: 1FTPF1CF1DKF87564 FORD-F-150 SERIAL#: 1FTWIMDIT-W880 6DO07398 2 34,879 18,137 16,742 50007361 2 33,853 17,603 16,249 FORD-F-150 SERIAL 1FTNF1CF6EKG11527 FORD-F-150 SERIAL# 1 FTNF1CF9EKG11540 50007377 2 34,879 18,137 16,742 50000371 6 20.419 20.419 0 FORD-F-150 SERIAL#: 1FTNFICFIEKG11516 FORD-F150 SERIAL#: 1FTMF1CW2 03845 50007386 2 34.879 18.137 16,742 50005364 3 33.133 27,407 5,725 FORD-F-150 SERIAL#: 1FTNF1CF2EK011525 FORD-F-I50 SERIAL#'. 1FTPF1CF4DKF06B76 500073a5 2 34.875 18,135 16,740 50005355 3 40,137 33,201 6,936 FORD-F-150 SERIAL#: 1FTNFI CFOEKG11524 FORD-F-150 SERIAL#: 1FTFV"ET1DFr98616 5N07384 2 34,879 18,137 16,742 50007275 2 31,689 22,562 9,126 FORD-FA50 SERIAL#: 1FTNF1CF9EKG1I523 FORD-F-150 SERIAL 1FTFX1CT9EKF80538 50007383 2 34,875 18,135 16,740 50005335 3 8,6130 7,114 1,466 FORo-F-150 SERIAL#: IFTNF1CF7EKG11522 FORD-F-150 SERIAL#: 1FTVF14579KR82747 50005734 3 34,622 28,639 5,983 5000043E 6 24,736 24,736 0 FORD-F-150 SERIAL#. 1FTFW1CF80KFB7716 FORD-F-150 SERIAL M IFTPFICV4AKE05925 50007382 2 34,879 18,137 16,742 50005330 3 9,5DO 7,858 1,642 FORD-F450 SERIAL#: IFTNF1CF5EKG11521 FORD-F-150 SERIAL 1FTVF145X8KB82757 50007381 2 34,879 18,137 16,742 50000485 5 23,194 23,194 0 FORD-F-150 SERIAL M IFTNFl CFSEKG11520 FORD-FAW SERIAL# IFTNFl CTMM95623 50007380 2 34,867 18,131 16,736 5000D486 5 23,194 23,194 0 FORDT 150 SERIAL#: 1FTNF1 CF7EKG11519 FORO-F-150 SERIAL#: 1FTNF1CT5BKD95624 50007379 2 34,867 18,131 16,736 5DO05322 3 32,D83 26.539 5,544 FORD-F-150 SERIAL III: IFTNF10F5EKG11518 FORD-F-IN SERIAL : IFTNFICHDKF06963 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIOENTIALUNLESS SPECIFICALLY STATED OTHERWISE Page 80 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT _-- Motor Vehicle Recon Acct _-- l Motor Vehicle Recon Ac1A _--, _ _...... ..---.._........ .. _ .. ... ._.._.. -- .- ------ _............. ........ ASSET# AGElVRS COST ACCUM DEPR BOOK VALUE ASSET# AGEIYRS COST ACCUM DEPR BOOKVALUE 5WO5319 3 32,083 26,539 5,544 50005419 3 6,607 5,383 1,124 FORD-F-160 SERIAL#: IFTNFlCFIDKFO6960 FORD-F-I50 SERIAL#: 1FTRF1226OKE32134 50005367 3 33,133 27,407 5,725 50005831 3 33,500 23,852 9.648 FORD-F-150 SERIAL#: 1FTPF1CF4DKF06881 FORD-F-150 SERIAL#: IPTPF1CF2DKF87B71 50005410 3 8.507 5,383 1,124 50005742 3 34,622 26,639 5,983 FORD-F-150 SERIAL#: IFTRF122X8KE32136 FORD-F-150 SERIAL : 1FTFW1CF7DKF87726 5N07369 2 33,853 17,603 16,249 50005821 3 33,500 23,852 9,848 FORD-F-150 SERIAL#: 1FTNF1CF3EKG11546 FORD-F-150 SERIAL 1FTPFICFBDKF87656 5NO5741 3 34,622 28,639 5,983 50005822 3 33,500 23,852 9,648 FORD-F-150 SERIAL#: 1FTFW1CF5DKF87725 FORD-F-M SERIAL#: 1F PF1CF8DKF87657 60007367 2 34,750 18,070 16,880 50005823 3 33,500 23,852 9,648 FORDF-150 SERIAL : 1FTNFICFXEKG11546 FORD-F-1W SERIAL 1FTPFl CFIDKF87659 50005744 3 33,450 23,816 9,634 50005824 3 33,500 23,952 9,648 FORD-F-150 SERIAL#: 1FTPFICFXDKF87644 FORD-F-150 SERIAL#: 1 FTPF1121=813KF67660 50005437 3 33,229 27,487 5,742 50006825 3 33,500 23,852 9,648 FORD-F-150 SERIAL#: 1FTPF1CF6DKF0S932 FORD-FASO SERIAL 1FTPFICFX0KF87661 50005435 3 33,229 27,487 5,742 50005826 3 33,500 23,652 9,648 FORD-F-150 SERIAL#: 1FTPF1CF2DKF06930 FORD-F-11% SERIAL#: 1FTPFl CFIDKF57862 50005433 3 33.229 27,487 5,742 60005827 3 33,500 23,852 9,648 FOR6F-150 SERIAL : 1FTPFICF40KFO6928 FORD-F-150 SERIAL#: 1FTPF1CF30KF87883 50005431 3 33,229 27,487 5,742 50005828 3 33,500 23,852 9,648 FORD-F-150 SERIAL M 1FTP1`1CFOW06926 FORD-F-150 SERIAL M IFTPFl CFSDKF87BM 5WO6430 3 33,229 27,487 5,742 50005779 3 32,880 23,410 9,469 FORD-F-150 SERIAL#: 1FTPFICF9DKF06925 FORD-F-150 SERIAL M 1FTNFICFBDKG35939 50005429 3 33,229 27,487 5,742 50005829 3 33,500 23,852 9,648 FORD-F-150 SERIAL M 1FTPF1CF7DKF06924 FORD-F-150 SERIAL M 1FTPF1CF7DKF67665 50005428 3 33,229 27,487 5,742 50005818 3 33,500 23,B52 9,648 FORD-F-150 SERIAL#: 1FTPF1CF5DKF06923 FORD-F-150 SERIAL M 1FTPF1CF9DKF87652 50005378 3 32,519 26,900 5,619 50005778 3 32,880 23,410 9,469 FORD-F-150 SERIAL IFTNFICF61)KF06954 FORD-F-150 SERIAL M IFTNFlCFBDKO35938 50005414 3 6,507 5,383 1.124 50005817 3 33.500 23,852 9,648 FORD-F-150 SERIAL 1FTRF12218KE32140 FORD-F-150 SERIAL#: 1FTPF1CF5DKF87650 50007360 2 33.853 17,603 16,249 60005832 3 33,500 23,852 9,648 FORD-F-150 SERIAL#: 1FTNF1CF2EKG11539 FORD-F-150 SERIAL#: 1FTPF1CF4DKF87672 50005118 4 11,500 9,513 1,987 50005M 3 33.500 23,852 9,648 FORD-F-150 SERIAL 1FTVF14506K382749 FORD-F-150 SERIAL#: 1FTPF1CF5DKF87676 50005382 3 32,519 26,900 5,619 50005834 3 33.500 23.852 9,648 FORD-F-150 SERIAL#: IFTNFICF31DKF06958 FORD-F-150 SERIAL#: 1FTPF1CF7DKF87679 50005381 3 32,519 26,9DO 5,619 50005835 3 33,500 23,852 9,648 FORD-F-150 SERIAL M IFTNFICFl DKFO6957 FORD-F-IN SERIAL#: 1FTPF1CF5DKF87881 50005380 3 32,519 26,900 5,619 50005836 3 33,600 23,852 9,648 FORD-F-150 SERIAL#: 1FTNFICFXDKFO6956 FORD-F-150 SERIAL#', 1F7PECF9DKF87663 50005379 3 32,519 26,900 5,619 50006837 3 33,500 23,852 9,648 FORDT-150 SERIAL#: 1FTNF1CFBDKF06955 FORD-F-150 SERIAL#. 1FTPFlCFDDKF87684 50007366 2 33,853 17,603 16,249 50005M 3. 33,500 23,a52 9,648 FORD-F-150 SERIAL#: 1FTNF1CF8EKG11545 FORD-F-150 SERIAL#: iFTPF1CF2DKF87665 ` 6W07366 2 33.853 17,603 16,249 50007997 2 37,621 19,563 18,058 FORO-F-150 SERIAL# 1FTNF1CF6EKG11544 FORD-F-150 SERIALM iFTNF1EF4EKG36519 50007364 2 33,853 17,603 16,249 50005777 3 32,880 23,410 9,469 F0RO-F450 SERIAL#: 1FTNF1CF4EKG11S43 FORD-F-150 SERIAL M 1FTN1F1CF410KG35937 50007363 2 33,853 17,603 16,249 50005M 3 48,003 34,235 13,848 FORD-F-150 SERIAL M 1FTNF1CF2EKG11S42 FORD-F-150 SERIAL#: 1FTFW1ET0EKD05401 5N07362 2 33,853 17,603 16,249 50005775 3 32,880 23,410 9,469 FORD-F-150 SERIAL#: 1FTN1FICFOEKG11541 FORD-F-150 SERIAL M 1FTNF1CF0DKG35935 50005438 3 33,229 27,487 5,742 50005900 3 41.748 29,725 12,023 FORD-F-150 SERIAL#: 1FTPF1CF8DKF06933 FORD-F-IN SERIAL#: 1FTFW1EF0EK061994 ..._ - .. - ........__...-._. ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 81 of 120 052 5/16/2017 EQUiPIMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle Recon Acct -_ Motor Vehicle Recon Acct ASSET# AGE/VRS COST ACCUM DEPR BOOKVALUE ASSET# AGEYRS COST ACCUM DEPR BOOKVALUE .,_... .......... .. ....,. ,, _____.........._... 60005830 3 33,500 23,852 9.648 50005796 3 32,880 23,410 9,469 FORD-F-150 SERIAL#. 1 FTPF1CF4DKF67669 FORD-F-150 SERIAL#: 1FTNF1CFhDKG35956 50005799 3 32,880 23,410 9,469 50005749 3 33,450 23.816 9,634 FORD-F-150 SERIAL IFTNFICF31DKG35959 FORD-F-150 SERIAL#: 1FTPFICF00KF87653 50005781 3 32,880 23,410 9,469 50000279 7 23,967 23,967 0 FORD-F-150 SERIAL 1FTNF1CF6DKG35941 FORD.F150 SERIAL 1FTPF1CV5AK5243W 50005783 3 32,880 23,410 9,469 50000280 7 23,967 23,967 0 FORD-F-150 SERIAL#: iFTNr1CFXDKG35943 FORD-F-150 SERIAL#: 1FTPF1CV7AKB243O1 50005785 3 32,880 23.410 9,469 50000281 7 24.591 24,591 0 FOR0.F-150 SERIAL#: iFTNHMDKG35945 FCRD-F-150 SERIAL#'. 1 FTPF1 CWAKB24302 60005786 3 32,890 23,410 9,469 50005754 3 33.450 23,816 9,634 FORD-F-150 SERIAL#'. 1 FTNFI CFMKG35946 FORD-F-150 SERIAL#: 1 FTPF1 CFODKF87670 50005787 3 32,800 23,410 9,469 50005753 3 33,450 23,816 9,634 FORD-F-150 SERIAL 1FTNF1CF70KG35947 FORD-F-150 SERIAL 4: 1 FTPF1 CF21DKF87668 50005788 3 32,880 23,410 9,469 50007404 2 34,366 17,870 16,496 FORD-F-150 SERIAL 4: 1FTNF1CF9DKOM948 FORD-F-150 SERIAL 4: 1FFNF1CF8EKG11614 50005789 3 32,880 23,410 9,469 50005752 3 33,450 23,816 9,634 FORO-F-150 SERIAL#: 1FTNFICFOOKG35949 FORD-F-150 SERIAL#: 1FTPFICF01)KF87667 50005790 3 32,880 23,410 9,469 50005751 3 33,450 23,816 9,634 FORD-F-150 SERIAL iFTNFi CF7DKGW950 FOR6F-150 SERIAL#: 1FTPF1CF90KF87666 50005791 3 32,B80 23,410 9,469 50005750 3 33,450 23,816 9,634 FORD.F-150 SERIAL#: 1FTNF1CF9DKG35951 FORD-F-150 SERIAL#: 1 FTPFI CFXDKF07650 50005793 3 32,880 23,410 9,469 50D07403 2 34,366 17,870 16,496 FORD-F150 SERIAL#, 1FTNFICF2DKG35953 FORD-F-150 SERIAL#: 1F7NF1Cr6EKG11513 50005794 3 32,880 23,410 9,469 5GOD7402 2 34,366 17,870 16,496 FORD-F-150 SERIAL 4: 1FTNF1CF4DKG35954 FORD-F-150 SERIAL#: 1FTNF1CF4EKG11512 5DO05819 3 33,500 23,862 9,648 50005773 3 32,880 23,410 9,469 FORO-F-150 SERIAL#: 1FTPF1 CF2DKF07654 FORD-F-150 SERIAL#: 1FTNF1CF7DKG35933 60006798 3 32,880 23,410 9,469 50007400 2 34,366 17,870 16,496 FORD-F-150 SERIAL : 1FTNFICFlDKG35958 FOR6F-150 SERIAL#: 1FTNFICFOEKG11610 500DO372 6 20,419 20,419 0 5WO0277 7 23,967 23,967 0 FORD-F-150 SERIAL 1FTMF1CW4AKED3846 FORD-F-150 SERIAL#: 1FTPFICVOAKB242M 50005000 3 32,800 23,410 9,409 50006748 3 33,450 23,816 9,634 FORD-F-150 SERIAL 4: 1FTNF1GFXOKG35960 FORD-F-150 SERIAL#: 1 FTPF1 CF70KF87651 50005801 3 32,880 23,410 9,469 50005747 3 33,450 23,816 9,634 FORD-F-150 SERIAL IFTNFICFIDKG35961 FORD-F-150 SERIAL#: 1 FTPF1 CFDDKF87649 50005807 3 32,916 23,436 9,480 50007399 2 34.366 17,870 16,496 FOR0.F-150 SERIAL M 1FTPF1CF7DKF87567 FORD-F-150 SERIAL#: 1 FTNFICF4EKG11509 50005808 3 32,916 23,436 9,480 50007398 2 34,366 17,870 16,496 FOR6F-160 SERIAL 4: 1FTPF1CF9DK787568 FORD-F-150 SERIAL#: 1 FTNF1 CF2EKG115N 50005009 3 32,916 23,436 9,480 50007397 2 34,366 17,870 16,496 FORD-F-150 SERIAL '. 1FTPFlCFODKF87568 FORD-F-150 SERIAL 4: 1 FTNFI CFOEKGI 1507 50005810 3 32.916 23,436 9,480 50007396 2 34,366 17,870 16,496 FORD-F-150 SERIAL#: 1FTPF1CADKr87570 FORD-F-150 SERIAL IFTNFICF9EKG11506 50005811 3 32,916 23,436 9,480 50007395 2 34,366 17.870 16,496 FORD-F-050 SERIAL 4: 1FTPF1CF9DKF87571 FORD-F-150 SERIAL#'. 1F7NF1CF7FKG11505 50005812 3 32,916 23,436 9,480 50007394 2 34,366 17,870 16,496 FORD-F-150 SERIAL#: 1FTPFICFODKFO7572 FORD-F-150 SERIAL#: 1 FTNFICF5EKG71504 50005813 3 32,916 23.436 9,460 50005746 3 33,450 23,816 9,634 FORDT-150 SERIAL M 1FTPF1CF2DKF87573 FORDT-150 SERIAL* 1r7PF1CF70KF87648 50005814 3 33,500 23,852 9,648 50005745 3 33,450 23,516 9,634 FORD-F-150 SERIAL#, 1FTPF1CF8DKF87643 FORD-F-150 SERIAL#. 1FTPF1CF5DKF87647 50005816 3 33,500 23,852 9,648 50005780 3 32,860 23,410 9,469 FORDT-150 SERIAL#: 1FTPFIGF1D067645 FORD-F-150 SERIAL 4: 1 F7NF1 CF40KG35940 50005816 3 33,5DO 23,B52 9,648 50OD5743 3 34,622 28,639 5,983 FORD-F-150 SERIAL# 1FTPF1CF3DKF67646 FORD-F-150 SERIAL#: 1 FTFW1 CF91)KF87727 .. - _ _ ._. - -- _-. _- ALL INFORMATION ONTHIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 82 of 120 052 ---_ _-. 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated j EQUIPMENT DETAIL REPORT I I 1 ...... �_..,_. _ -- - Motor Vehicle Recon Acd Motor Vehicle Recon Acct ASSET# AGE(YRS COST ACCUM DEPR BOOK VALUE ASSET# AGEIYRS COST ACCUM DEPR BOOKVALUE 50007401 2 34,366 17,870 16,496 50007831 2 39,179 20,373 18,006 FORO-F-150 SERIAL#: 1FTNF1CF2EK011511 FORD-F-IN SERIAL#: 1FTNF1EF2EKG11571 50000275 7 23,966 23,966 0 50000272 7 23,966 23,966 0 FOR0.F-150 SERIAL 4. 1 FTPFI CV7AKB24296 FORD-F-150 SERIAL#'. IFTPFICVIAKB24293 50007830 2 39,179 20,373 18,806 50007144 4 26,684 22,073 4,611 FORD-F-150 SERIAL#: IFTNFIEFOEKG11670 FORD-FAA SERIAL#: 1FTFX1CT1DFB10883 5DO05771 3 32,880 23,410 9.469 50007135 4 29,867 24.706 5,161 FOR6F-150 SERIAL#: 1FTNF1CF3DKG35931 FORD-F-150 SERIAL#: IFTFXIETXDFB10894 50005770 3 32,880 23,410 9,469 50001169 11 10,053 18,053 0 FORD-F450 SERIAL#', 1FTNF1CF1DKG35930 FORD-F-150 SERIAL lr7VF12515N624677 50005905 3 39,251 27,947 11,304 50001234 11 21.690 21,690 0 FORO-F-150 SERIAL 4: 1FTFW1CF7EKD47190 FORD-F-150 SERIAL#: 1FTVF12576NAB1108 50005906 3 39,251 27,947 11,304 50001339 10 20,100 20,100 0 FORE-F-150 SERIAL II, 1FT 1CFWKD47191 FOR6F-150 SERIAL#: 1F 12526NB57p 3 5WO5907 3 38,593 27,478 11,115 50007148 4 26,684 22,073 4,611 FORD-F-050 SERIAL 9: 1FTFW1CF5EK061993 FORD-F-I50 SERIAL# 1FTFX1CT9DFB10887 50007790 2 42,243 21,966 20,277 50007147 4 26,684 22,073 4,611 FORD-F-150 SERIAL#: 1FTFW1EF4EKG3S5S6 FORD-F-150 SERIAL 1FTF%1CT7DFS10096 5MOT789 2 42,243 21,966 20,277 50000983 12 16,896 16,896 0 FORD-F-150 SERIAL#: 1FTFWIEF2EKG36555 FORD-F-150 SERIAL#: 1FTRF12295KD831D4 SM07788 2 42,243 21,966 20,277 50007145 4 26,684 22,073 4,611 FORD-F-150 SERIAL IFTFWlEFOEKG36554 FCRD-F-150 SERIAL 1FTFX1GT3DFSI0S84 50007787 2 42,243 21,966 20,277 50000955 12 17,180 17,180 0 FORD-F-150 SERIAL#: 1FTFW1EF9EKG36553 FORD-F-150 SERIAL# 11-TPF12515KC18942 50005767 3 32,880 23,410 9,469 50007143 4 26,684 22,073 4,611 FORD-F-150 SERIAL#: IFTNFICFlDKG35927 FORD-F-150 SERIAL# 1FTFXICTXDF610882 50007786 2 42,243 21,966 20,277 50007142 4 26,694 22,073 4,611 FORD-F-150 SERIAL#'. 1 FTFW1 EF7EKG36552 FORD-F-150 SERIAL# 1FTF%1CT8DF610681 6WO59a3 3 8,500 6,052 2,448 50007141 4 26,684 22,073 4,611 FOROF-150 SERIAL : 1FTVF145381<1382759 FORD-F-150 SERIAL 4: IFTFX1CT6DFB10800 50000274 7 23,966 23,966 0 50007140 4 26,684 22,073 4,611 FORDT-150 SERIAL 1FTPF1CV5AKB24295 FORD-F-150 SERIAL 1FTFXICTXDFBI0079 50000278 7 23,967 23,967 0 50007350 2 35,188 18.298 16,890 FORD-F-150 SERIAL#: 1FTPFICV2AKB24299 FORD-F-150 SERIAL 1FTNFICFXEKG11529 50005766 3 32,880 23,410 9,469 50007139 4 261 22,073 4,611 FORD-F-150 SERIAL#: 1FTNFICFXDKG35926 FORD-F-150 SERIALM IFTFXICTBDFB10876 50005765 3 32,880 23,410 9,469 SOOD6789 5 28.364 28,384 0 FORDT-150 SERIAL#: IFTNFl CFBDKG35925 FORD-F-150 SERIAL#', 1FTFX1ET9BKE19485 60006763 3 32.880 23.410 9.469 60007146 4 26,684 22.073 4,611 FORD-F-150 SERIAL#: 1FTNF1CF4DKG35923 FORD-F-150 SERIAL#: 1FTFX1CT5DFS10895 50005761 3 33,450 23,816 9,634 50000951 12 17,180 17,1 BO 0 FORD-F-150 SERIAL#', 1FTPF1CF7DKF87682 FORD-F-150 SERIAL#: IFTPF12595KC035M 50005760 3 33,450 23,816 9,634 50007179 3 31,755 26,266 5,487 FORD-F-150 SERIAL IFTPFICF3DKF87680 FORD-F-150 SERIAL#: IFTFX1EFIDKFO1384 50005759 3 33,450 23,816 9,634 50007178 3 30,533 25,257 5,276 FORD-F-150 SERIAL#: 1FTPF1CF3DKFS7677 FORO-F-150 SERIAL#: 1FTFX1EFXEKF013S3 50005768 3 33,450 23,816 9,634 60007177 3 30,533 25,257 5,276 FORD-F-160 SERIAL#: 1FTPF1CF1DKF97676 FORD-F-150 SERIAL#: IFTF%1EFSDKF01362 50005757 3 33,460 23,816 9,634 50007176 3 30,6W 25,257 5,276 FORD-F-150 SERIAL#: 1 FTPFI CF)(DKF87675 FORD-FASO SERIAL 1FTFX1EF8DKF01361 50005766 3 33,450 23,816 9,634 50007174 3 30,533 25,257 5,276 FORD-F-150 SERIAL#: 1FTPF1CF90KF87674 FORD-F-150 SERIAL#: 1rTMEMKF01378 50005755 3 33,450 23,816 9,634 50007173 3 30,533 25,257 5.276 FORD-F-150 SERIAL#: IFTPFICrODKF37673 FORD-F-150 SERIAL#: 1FTFXIEF4DKF01377 50000276 7 23,967 23,967 0 50001158 11 18,053 18,053 0 FORD-F-150 SERIAL#: 1FTPF1CV9AKB24297 FORD-F-150 SERIAL#: 1FTVF125X5NB24676 ALL INFORMATION ON TNIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLV STATEDOTNERWISE ..... ., ........_ -----...._...... ............ ... Page 83 of 120 052 .-- -5/1 512 0 1 7 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle Recon Acct Li� Motor Vehicle Recon Acct ...._...-..... .... .- .. .. .... .... ............ ...... _....,_ ASSET# AGF/VRS COST ACCUM DEPR BOOK VALUE ASSET# AGEMRS COST ACCUM DEPR BOOKVALUE 60000934 12 17,208 17,208 0 50001776 9 20,204 20,204 0 FORD-F-150 SERIAL#: IFTPF12575KC03586 FORD-F-150 SERIAL#: 1FTRF12267NA67337 60007133 4 29,867 24,706 5.161 50007132 4 29,867 24,706 5,161 FORD-F-150 SERIALM 1FTFX1ET6DFB10892 FORD-F-M SERIAL#: 1FTFX1ET4DFB10B91 5000C952 12 17,160 17,180 0 50007130 4 29,867 24,706 5,161 FORD-F450 SERIAL#: IFTPF12505KC03591 rom-r-150 SERIAL#: 1FTFX1ET6DFB10889 50007167 4 32,210 26,644 5,566 50007129 4 29,867 24,706 5,161 FORD-F-150 SERIAL#: 1 FTFXIETXCFCM77 FORD-F.150 SERIAL#: 1FTFX1ET4DF8105% 50007166 4 30,159 26,422 1,737 50001494 10 27,487 27,487 0 FORD-F-150 SERIAL#: 1FTFXIMDKD17461 FORD-F-150 SERIALM IFTPWI4557FA60911 50007163 4 30,104 24,968 5,216 60001548 10 16,427 16,427 0 FORD-F-150 SERIAL#. 1FTFX1ET9DKD17462 FORD-F-150 SERIAL : iFTRF12297KC71563 50007162 4 30,184 24,968 5,216 5000IS56 10 16.426 16,426 0 FORD-F-150 SERIAL#, IFTFXl ETODKD17463 FORD-F-150 SERIAL#: 1FTRF12217KC71576 50000953 12 17,180 17,180 0 50001861 9 17,205 17,205 0 FORD-F-150 SERIAL#: 1FTPrl2585KC18940 FORD-F-150 SERIAL M iFTRF12257KDO6121 50000954 12 17,180 17,180 0 50001718 9 16.761 16,751 0 FORD-F-160 SERIAL#: 1FTPF125X5KC18941 FORD-F-150 SERIALM 1FTRF12268KC9R06 50000806 14 14,773 14,773 0 50007182 4 31,218 26,823 5,394 FORD-F-150 SERIAL#: 2FTRF17243CBCN14 FORD-F-150 SERIALM 1FTFX1EF9DKD95671 5DO02213 8 17,222 17,222 0 50001607 9 24.690 24,690 0 FORD-F-150 SERIAL : 1 FMF1221 5KE17539 FORD-F-150 SERIALM 1FTVF14578KB82750 50007136 4 29,867 24,706 5,161 50001BOB 9 24,691 24,691 0 FORD-F.150 SERIAL : 1FTFX1ET1DFB10B95 FORD-F-M SERIAL 9: 1FTVF14508KB82752 50001927 9 15,029 15,029 a 500018N 9 24.690 24,690 0 FORD-F-150 SERIAL : 11FTRF12287KD43306 FORD-F-150 SERIALM 1FTVF14508KB82756 50006823 6 31,333 29,529 1,805 50001812 9 24.690 24,690 0 FORD-F-150 SERIAL 1FTFX1EF3CKD05204 FORD-F-150 SERIAL#: IFTVF14518KB02761 50006822 5 31,DO6 29.220 1,786 50006961 4 3,825 3,604 220 FORD-F-150 SERIALM iFTFX1 EFXCFA45697 FORD-F-050 SERIAL#: 1FTVF12V79KA39737 50001978 9 16,396 16,396 0 50001838 9 16,887 16,887 0 FORD-F-150 SERIALM IFTRF12218KD37605 FORD-F-150 SERIALM 1FTRF122X7NA67311 50002021 9 19,302 19,302 0 60006910 4 31.159 29,364 1,795 FORD-F-150 SERIALM IFTRF12227NA67MP FORD-F-150 SERIAL#: 1FTFXl ETSDMI7460 50001859 9 17,205 17,205 0 50001612 9 30,290 30,290 0 FORD-F-150 SERIAL 9: 1FTRF12277KDO6119 FORD-F-150 SERIAL M 1FTRW14W57KB92763 50002212 8 17,222 17,222 0 50007242 2 31.855 22,681 9,174 FORD-F.150 SERIAL : 1FTRF122681<E17540 FORD-F-150 SERIAL#: 1FTFX1ET4EKE98567 50001846 9 16.887 16,887 0 50007160 3 31,755 26,266 5,487 FORD-F-150 SERIAL#: 1FTRF12227NA67318 FORD-F-150 SERIAL#: 1FTFX1EF3DKF01365 60002326 8 23.251 23,251 0 50007249 2 28,687 20,425 8,262 FORD-F-150 SERIAL#: 1 FTRF122381KE32124 FORD-F-150 SERIAL : 1FTFX1CT1EKE9IM2 50002329 6 23,255 23,255 0 50007248 2 28,687 20,425 8,262 FORD-F-150 SERIAL#: IFTRF1225SKE32125 FORD-F-150 SERIAL#: 1FTFX1CTXEKE98568 50002335 6 15,576 15,576 0 50007247 2 28,687 2C,425 8.262 FORD-F-150 .SERIAL#'. 1FTRF126X9KB06441 FORD-F.150 SERIALM 1FTFX1CTSEKE96556 50006796 5 30,431 30,431 0 50007246 2 28,667 20,425 8,262 FORD-F-150 SERIAL#'. 1 FTFW1 EF7BKE1 OBB0 FORD-F-150 SERIALM IFTFXICTXEKE98561 50006795 5 25,689 25,689 0 50007245 2 28,687 20,425 8,262 FORD-F.150 SERIAL#'. IFTFXICTIBKE19483 FORD-F-150 SERIAL#: 1FTFMCTIFKE98559 50006791 5 25,689 25,609 D 50007251 2 29,248 20,825 8,423 FORD-F-150 SERIAL#: 1FTFXl CTBBKE1947B FORD-F-150 SERIAL#: 1FTFX1CT8EKE98560 50006790 5 25,689 25,689 0 50007243 2 28,687 20,425 8,262 FORD-F-150 SERIAL#: 1FTFXICTXBKE194B2 FORD-F-150 SERIAL#: 1FTFX1CT3EKE9S563 50002201 8 17,020 17,020 0 50007252 2 29,248 20,825 S423 FORD-F-150 SERIAL 4. 1FTRF12228KE33040 FORD-F-150 SERIAL#: 1FTFX1CT8EKE9S557 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 64 of 120 062 5115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle Region Acet Motor Vehicle Region ACct -- ---..... V l ...... . .... I ASSET# AGE/YRS COST ACCUM DEPR BOOK VALUE ASSET# AGE/YRS COST ACCUM DEPR BOOK VALUE 50007241 2 31,855 22,681 9.174 50007198 - 3 36,136 29,891 6,244 FORD-F-150 SERIALM 1FTFX1E76EKE98571 FORD-F-150 SERIAL iFTFXIGT3DKD27780 50007240 2 31,855 22.681 9,174 50007197 3 36,136 29,891 6,244 FORD-F-150 SERIAL#: 1 FTFXI ETXEKE90573 FORD-F-150 SERIAL#: 1FTFX1CT5DKD27781 50007239 2 31,855 22,681 9,174 50007196 3 36.136 29,891 6,244 FORD-F-150 SERIAL 1FTFXIEfBEKE98569 FORD-F-150 SERIAL IFTFXICT9DKD27783 50007238 2 31,855 22,681 9,174 50007194 3 36,136 29,891 6,244 FORD-F-150 SERIAL#: 1FTFXIET2EKE98566 FOR6F-150 SERIAL#: IFTFXICT7DKD27779 50007237 2 31,855 22,681 9,174 50007193 3 29.425 24,340 5,085 FORDT-150 SERIAL#: 1FTFX1Ef1EKE98574 FORD-F-150 SERIAL 1FTFX1ET70KF74653 50007236 2 31,855 22,681 9,174 50007233 3 31,855 22,661 9,174 FORD-F-150 SERIAL#: 1FTFXIET6EKE96668 FORD-F-150 SERIAL#', 1FTFX1ET8EKE98572 50007234 2 31,855 22,681 9,174 50007191 3 29,425 24,340 5,085 FORD-F-150 SERIALM 1 FTFX1 ET4EKE96570 FORD-F-150 SERIAL#: IFTFX1ET3DKF74651 50007244 2 28,687 20,425 8,262 50007209 3 33,207 23,644 9,564 FORD-FAA SERIAL#: 1FTFX1CT7EKE98585 FORD-F-150 SERIAL#: 1FTFX1EF5EKE71775 60007265 2 31,509 22,562 9,126 50007189 3 29,425 24,340 5,085 FORDT-150 SERIAL#: 1FTFX1CT9EKF80526 FORD-F-150 SERIAL#: 1FTFMET5DK 74649 50007274 2 31,6B9 22,562 9,126 50007167 3 29,425 24,340 5,085 FORD-F-150 SERIAL#: 1FTFXICT7EKF80537 FORD-F-I50 SERIAL#: 1FTFXIETIDKF74847 50007272 2 31,689 22,562 9,126 50007186 3 29,425 24.340 5,085 FORD-F-150 SERIAL#, 1FTFX1CT3EKF80535 FORD-F-150 SERIAL 1FTFXIETXDKF74646 5W07271 2 31,689 22,562 9,126 50007165 3 29,425 24,340 5,085 FORD-F-150 SERIAL#: IF X1CT1EKF80534 FORD-F-150 SERIAL 1FTFXIET6DKF74645 50D07270 2 31,689 22,562 9,126 50007184 3 29,425 24,340 5,085 FORD-F-150 SERIAL IFTFXICTXEKF80533 FORD-F-150 SERIAL#'. 1FTFX1ET6DKF74644 50007269 2 31,689 22,662 9,126 50007183 3 31,864 26,358 5,506 FORD-F-150 SERIAL 1FTFX1CT8EKF80532 FORD-F150 SERIAL#: 1FTFWlETODKF74643 50007268 2 31,6B9 22,562 9.126 50007138 4 29.867 24,706 5,161 FORD-F-150 SERIAL#: IFTFXICT6EKF80531 FORD-F-150 SERIAL#: 1FTFX1ET5DFB10097 50007250 2 29,248 20,825 8.423 50007192 3 29,425 24,340 5,085 FORD-F-160 SERIAL#: 1FTFX1CT5EKE98564 FORD-F-150 SERIAL#: IFTFXIETSDKF74652 50007266 2 31,689 22,562 9,126 50007220 2 28.099 20.007 8,093 FORD-F-150 SERIAL#: IFTFXl CTBEKFW529 FORD-F-150 SERIAL 0: IFTFXIGTIEKE73242 50007231 3 3105 22,119 8,947 50007181 3 31.755 26,268 5,487 FORD-F-150 SERIAL#: 1FTFXIEF3DKF99635 FORD-F-150 SERIAL#: 1FTFX1EF6DKF12186 60007263 2 31,689 22,562 9,126 50007230 3 31,065 22,119 8,947 FORD-F-150 SERIAL IFTFXICT2EKF80526 FORD-F-150 SERIAL 1FTFXIEFIDKF99B34 50007262 2 31,689 22,562 9.126 50007228 3 31,065 22,119 8,947 FORD-F-150 SERIAL#: 1FTFXICTOEKF80525 FOR0.F-750 SERIAL# IFTFXIEF6DKF99831 50007261 2 31,689 22,562 9,126 50007227 3 31,065 22,119 0,947 FORD-F-150 SERIAL#: I FTFXI CT9EKF80524 FORD-F-150 SERIAL#: IFTFXIEFXDKF99833 50007260 2 31,689 22,662 9,126 50007226 3 31,D65 22.119 8,947 FORD-F-150 SERIAL III: 1FTFX1CT7EKF80523 FORD-F-150 SERIAL IFTFXIEFODKFO9832 5WO0493 5 23,195 23,195 0 50007225 2 28.099 20.007 8.093 FORD-F-150 SERIAL : IFTNF1CT2BKD95831 FORD-F-150 SERIAL 0: IF ICTeEKE73240 5D000580 5 24,110 24,110 0 50007224 2 28,099 20,007 8,093 FORD-F-150 SERIAL#. 1FTNFICTXBKE20615 FORD-F-I50 SERIAL#: IFTFX1CT1EKE73239 50000581 5 23,934 23,934 0 50007200 3 32,092 26,546 5,545 FORG-F-150 SERIAL 1FTNF1CT1BKE20616 FORD-F-150 SERIAL#: 1FTNFICT5DKF74619 50007267 2 31,689 22,562 9,126 50007221 2 28,099 20,007 8,093 FORD-F-150 SERIAL 1FTFX1CT4EKF60530 FORD-F-150 SERIAL IFTFX MEKE73241 50007190 3 29,425 24,340 5,085 50007201 3 32.092 26,546 5,545 FORD-F-150 SERIAL#: IFTFX1ETiDKF74650 FORD-F-150 SERIAL IrTNF1CT10KF74617 50007199 3 32,092 26,546 5,545 50007219 2 31.007 22,134 B,953 FORD-F-150 SERIAL#: 1FTNFICTBDKF74615 FORD-F-150 SERIAL 0: 1FTFXICTOEKE72079 _..... I5_R. ....... .. ... __ .. ... ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 85 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle Recon IAcet I Motor Vehicle Recon Aect _- ----..� l._...... _... ... ,..,... ..� ASSET# AGENRS COST ACCUM DEPR BOOKVALUE ASSET# AGE7YRS COST ACCUM DEPR BOOKVALUE 60007217 2 31,087 22,134 8,953 50006532 2 34,727 24,726 10,001 FORD-F-150 SERIAL#. 1FTFX1CT3EKE72075 FORD-F-150 SERIAL#: 1FTNF1CF4DKF0e970 50007215 2 31.087 22,134 8,953 50006273 3 32,860 23,389 9.461 FORD-F-150 SERIAL#: IFTFXICT5EKE72076 FORD-F-150 SERIALM 1FFNF1CF3DKG00029 50000682 5 24,110 24,110 0 50006534 2 34,727 24,726 10,001 FORD-F-150 SERIAL#, IFTNFICT30KE20617 FOR0.F-150 SERIAL#: 1FTNF1CF8DKF06972 50000668 16 15,570 15,570 0 50006540 2 33,561 23,896 9,666 FORD-F-150 SERIAL#'. 1FUF17251KA68108 FORD-FA50 SERIAL#. 1rTNF1CF2EK022699 50007210 3 33,207 23.644 9,564 50006541 2 33,561 23,896 9,666 FORD-F-150 SERIAL#: 1FTFX1EF7EKE71776 FORD-F-150 SERIALM 1FTNF1CF5EKG22700 50007232 3 31,065 22,119 6,947 50006542 2 33,561 23,896 9,666 FOR0.F-150 SERIAL#: 1FTFX1EF5DKF99836 FORD-F-150 SERIALM IFTNFICF7EKG22701 50007223 2 28,099 20,007 8,093 50006543 2 33,561 23,896 9,666 FORD-F-150 SERIAL M 1FTFXICT3EKE73243 FORD-F-150 SERIAL#: 1FTNFIGHEKG22702 60006526 2 33,833 24,089 9,744 50006624 2 33,833 24,089 9,744 FORD-F-150 SERIAL#. 1FTNri CF70K000020 FORD-F-150 SERIALM 1FTNF1CF9DKGW018 50007312 3 33,101 23,566 9,533 50000488 5 23,194 23,194 0 FORD-F-150 SERIAL#: 1FTFX1EF90KF99838 FOR6F-150 SERIAL M 1FTNF1CT9BKO95626 50007307 2 31,087 22,134 8,953 50006388 2 30,134 21,455 8,678 FORD-F-150 SERIAL#: 1FTFXICT4EKE72070 FORD-F-150 SERIAL#: 1FTMF1CM3EKF48171 50007305 2 31,067 22,134 8,953 50006389 2 30,134 21,455 8,678 FORD-F-150 SERIAL#: 1FTFX1CT6EKE72071 FORD-F-150 SERIAL 0: IF FiCM5EKF413172 50007329 3 26.967 19,200 7,766 50006390 2 30,134 21,455 8,678 FORD-F-150 SERIAL#: 1FTFX1CT6EKD70068 FORD-F-150 SERIAL M 1FTMF1CM7EKF48173 50007304 2 31.087 22,134 8,953 50006391 2 30.134 21,455 8,678 FORUF-150 SERIAL#'. I FTFXICTI EKE72074 FORO-F-150 SERIALM 1FTMF1CM9EKF48174 50007302 2 31,087 22,134 8,953 50006392 2 30,134 21,455 8,678 FORD-F-150 SERIALM 1FTFXICTXEKE72073 FORD-F-150 SERIAL#: IFTMFlCMOEKF48175 50006447 2 40,119 28,565 11,554 60006393 2 30,134 21,455 8,678 FORD-F-150 SERIAL#: IFTFXIEFlEKE71773 FORD-F-150 SERIALM 1FTMFICM2EKF48176 5000644E 2 40,119 28,565 11,554 50006272 3 32.850 23,389 9,461 FORD-F-150 SERIAL#: 1FTFX1EF3EKE7174 FORD-F-150 SERIAL#: IFTNFlCFIDKG00028 50007296 3 31,170 22,193 8,977 60006271 3 32,850 23,389 9,461 FORD-F-150 SERIAL#: 1FTFXIEFMKF87641 FORD-F-150 SERIAL#: 1FTNFlCFXDKG00027 50007295 3 26,967 19.200 7,766 50006270 3 33,396 23,778 9,618 FORD-F-150 SERIAL M 1FTFX1CT2EKD70086 FORD-F-150 SERIAL#: 1FfNFIGF80KGW026 50007294 3 26,967 19,200 7,766 50006269 3 33,396 23,778 9,61E FORD-F-150 SERIALM 1FTFXIC77EK070083 FORD-F-150 SERIAL#. 1 FTNFICF60KG00025 50006523 2 33.833 24,089 9,744 50006268 3 33,230 23.660 9.570 FORD-F-150 SERIAL#: 1FTNFl CF70K000017 FORD-F-150 SERIAL#'. IFTNFICF4DKG00024 5NO6544 2 33,561 23,896 9,666 50006267 3 33,230 23,660 9,670 FORD-F-150 SERIAL#', 1FTNF1CF0EKG22703 FORD-F-150 SERIAL#: 1FTNF1CF2DKG00023 50006525 2 33,833 24,089 9,744 50007313 3 34,215 24,361 9,854 FORD-F-150 SERIAL#: 1FfNFlCFDDKC00019 FORD-F-150 SERIAL#: IFTFXIETBDKF99867 50007316 3 34,215 24,361 9,854 50000492 5 23,195 23,195 0 FORD-FAW SERIAL#: 1FTFX1ET1DKF99869 FORO-F-150 SERIAL#: 1FTNFICT08KD95630 50006527 2 33,833 24,089 9,744 50007315 3 34,215 24,361 9,854 FORD-F-150 SERIAL#: 1FTNFIGF9DKGW021 FORD-F-150 SERIAL M IFTMETXDKF99868 50006528 2 33,833 24,009 9,744 50006394 2 30,134 21,455 6,678 FORD-F-150 SERIAL#: IFTNFICFODKG00022 FORD-F-150 SERIAL M IFTMFICWEKF48177 50006529 2 33,833 24,089 9,744 50006395 2 30,134 21,455 6,678 FORD-F-150 SERIAL#: I FTNFICFXDKG00030 FORD-F-iW SERIAL M 1FTMF1CM6EKF4817B 50006530 2 34,727 24,726 10,001 50006396 2 30,134 21,455 8,678 FORD-F-150 SERIAL#; 1FTNF10F6DKF08969 FORD-F-150 SERIAL#; 1FTMFICM8EKF48179 50006531 2 34,727 24,726 10,001 50007325 3 26,967 19,200 7:766 FORD-F.150 SERIAL#: 1 FTNFI CFBDKFO6969 FORD-F-150 SERIAL#: IFTFXICTSEKD70082 ALL INFORMATION ULD BE ON THIS REPORT SHO TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 86 of 120 052 - 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT _ Motor Vehicle Recon Acct Motor Vehicle Recon Acct -- -� ASSET# AGEIYRS COST ACCUM DEPR BOOKVALUE ASSET# AGEIVRS COST ACCUM DEPR BOOKVALUE 50007326 3 26,967 19,200 7,766 50006785 5 27,649 27,649 0 FORD-F-150 SERIAL#: IFTFXl CTOEM70085 FORD-F450 SERIAL#: 1FTFXIETXBI 50006242 3 33,522 23,868 9,654 50002412 8 21,984 21,984 0 FORD-F-150 SERIAL : 1 F7PF1 CF5EKD69113 FORDT-150 SERIAL 1FTRF12278KE33051 50006397 2 30,134 21,455 8,678 50006788 5 28,384 28,384 0 FORD-F-150 SERIAL 1FTMFlCWEKF40180 FORD-F-150 SERIAL#: 1FTFX1ET7BKE19484 50007327 3 26,967 19.200 7,766 50006533 2 34,727 24,726 10,001 FORD-F-150 SERIAL#: 1 FTFX1 CT4EKD70097 FORD-F-150 SERIAL#: 1FTNF1CF6DKF06971 50000487 5 22,844 22,844 0 50007293 2 31,689 22,562 9,126 FORD-F-150 SERIAL#: IFTNr1CT713KD95625 FORDT-150 SERIAL#: 1FTFXICTSEKF80546 5000731g 3 33,207 23,644 9,564 50007289 2 31.689 22,562 9,126 FORD-F-150 SERIAL : 1FrFX1EF6EKE71T70 FORD-F-150 SERIAL : IFTFXICT3EKF60552 50007318 3 33,207 23,644 9,564 50006574 2 46,080 32,809 13,271 FOR0.F-150 SERIAL 4: 1 FTFXI EFXEKE71769 FORD-F-150 SERIAL ', 1F 1ET2ERE13132 50006410 3 30,533 25,257 5,276 50OD6764 6 26.058 26,058 0 FORD-F-150 SERIAL#: FORD-F-150 SERIAL#: 1 FTMCr4SKO31890 50007291 3 26,967 19,200 7,766 50007290 3 26,967 19,200 7,766 FORD-F-150 SERIAL : 1rTFX1CT3EKD70091 FORDT-150 SERIAL#: 1FTFXICT8EKD70089 50007321 3 33,207 23,644 9,564 50006611 2 34,276 24,405 9,871 FORD-F-150 SERIAL#: 1FTFX1EFXEKE71772 FORDFAW SERIAL#: IFFFWICFOEK=23767 50OD6767 6 26,058 26,058 0 50007288 2 31,689 22,562 9,126 FORD-F-150 SERIAL#: 1FTVXICF6BKD31891 FORD-F-150 SERIAL#: 1FTFXl CTIEKF80551 50007278 2 31,689 22,562 9,126 50007287 2 31,689 22.562 9,126 FORD-F-150 SERIAL#: 1FTFX1CT9EKF80541 FORD-F.150 SERIAL 4: 1FTFXICTXEKF80550 5DO07277 2 31,689 22,562 9,126 50007286 2 31,689 22,562 9,126 FORDLF-150 SERIAL#', 1FTFX1OT7EKF80540 FORD-F-150 SERIAL#: 1FTFXICT3EKF80549 50006751 7 28,183 28,183 0 50007284 2 31,689 22,662 9,126 FORD-F-150 SERIAL 4: IFTFXl EVWC63205 FORD-F-iW SERIAL 1FTFXICTXEKF80547 50007276 2 31,15N 22,562 9.126 50007281 2 31,689 22,562 9,126 FORD-F-150 SERIAL#: 1FTFXICTDEKF80539 FORD-F-150 SERIAL#: 1FTFX1CT4EKF80544 50006758 6 26,058 26,058 0 50007295 2 31,689 22,562 9,126 FORD-F-150 SERIAL#: 1FTVX1CF9BK038935 FORD-F-150 SERIALM 1FTFX1CT1EKF80548 50OD6759 6 26,058 26,068 0 50007282 2 31,689 22,562 9,126 FORD-F-150 SERIAL : 1FTVX1CF5BKD38033 FORD-F-150 SERIAL 1FTFX1CT6EKF80545 50006545 2 33,561 23,896 9,666 50008560 1 39,165 20.376 18,809 FORC-F-150 SERIAL#: 1FTNF1CF2EKG22704 FORO-F-150 SERIAL#, 1FTNFIEFXEKG52997 50006782 6 26,058 26,058 0 50009289 0 35,798 7,160 28,639 FORD-F-150 SERIAL IFTVXl CFOBKD38836 rcm-F-I50 SERIAL#: 1FTMF1CF201<173342 50007279 2 31,689 22,562 9,126 6000B559 1 39,185 20,376 18,809 FORD-F-150 SERIAL#: 1FTFXICTOEKF80542 FORD-FA60 SERIAL#: IFTNFlFFBEKG52996 50006766 6 26.058 26,058 0 50009303 0 5,913 1,183 4,730 FORD-F-150 SERIAL 1FTVX1CFSBKD31886 FORD-F-150 SERIAL#: IFTRF12238KE32136 50006781 6 26,058 26,050 0 50009298 0 35,798 7,160 26,639 FORD-F-150 SERIAL 0: 1FTVX1CF3BK038832 FORD-F-150 SERIAL 1FTMF1CF2GKF73356 50006768 6 26,058 26,058 0 50009297 0 35,798 7,160 28.639 FORD-r.160 SERIAL 1FTVXICFl BKD38831 FORD-F-150 SERIAL#: 1FTMF1CF0GKF73355 5W02569 7 9,046 9,045 0 50009296 0 35,798 7.160 28,639 FORD-F-150 SERIAL#'. IFTRFiMW 1B41896 FOR F-150 SERIAL#: 1FTMFICF9GKF7335,1 5DO06774 5 25,579 25,579 0 50009309 0 36,348 7,270 29,079 FORD-F-150 SERIAL 4: IFTFXICTX13KD00201 FORD-F-150 SERIAL#: IFTMFICFOGKF73324 50006775 5 25,579 25,579 0 50009294 0 35.798 7,160 28,639 FORD-F-160 SERIAL 1FTFX1CT1BKD80202 FORD-F-150 SERIAL#: 1FTMFICFIGKF73350 500D6779 5 25,579 25,579 0 50009310 0 38,348 7,270 29,079 FORD-F-150 SERIAL : IFTFXICT9BKO80206 FORD-F-150 SERIAL#: 1FTMF1CF2GKF73325 50002471 7 22,842 22,842 0 50009293 0 35,798 7,160 28.639 FORD-F450 SERIAL#: 1FTRF1226SKE32148 FORD-F-150 SERIAL 1FTMF1CF5GKF73349 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 87 of 120 062 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle Recon Acct Motor Vehicle Recon Acct ASSET# AGEfYRS COST ACCUM DEPR BOOKVALUE ASSET# AGE/YRS COST ACCUM DEPR BOOKVALUE 5NO9292 0.... 35,798 7,160 28,639 50008756 1 10,000 5,200 4,800 FORD-F-160 SERIAL#: IFTMFICFIGKF73347 FORDT-150 SERIAL#: IFTNFICT2BKD95620 50009291 0 35,798 7,160 28,639 50008495 1 34,727 18,058 16,669 FORD-FAA SERIAL : 1FTMFi CFXGKF73M8 FCRD-F-150 SERIAL IFTNFl CFOEKG52900 50009290 0 35,798 7,160 28,639 50008555 1 39,290 20,431 18,859 FORD-F-150 SERIAL#'. 1FTMF1CF6GKF73344 FORD-F-150 SERIAL#: IFTNFIEF9EKG52991 50008633 1 39,991 20,795 19,195 50008494 1 34,727 18,058 16,669 FORD-F450 SERIAL#, iFTNFIEF4EKG11572 FORD-F-150 SERIAL#: 1FTNF1CF4EKG52979 50009295 0 35,798 7,160 28,639 50008557 1 39,185 20,376 18,809 FORD-F-150 SERIAL#: 11FTMF1CF5GK 73352 FOR13-F-150 SERIAL 1FTNF1EF4EKG52994 50008347 2 22,G00 11,440 10,560 50008642 1 36,384 1B,920 17,464 FOR2,F-150 SERIAL 1FTNFICFBDKG35942 FORD-F-150 SERIAL#: iFTNF1EFOEKG52992 50009324 0 40,815 8,163 32,652 50008641 1 39,290 20,431 18,859 FOR0.F-150 SERIAL : 1FTMFI EFSGKF73360 FORD-F-150 SERIAL 1FTNF1EHEKG52990 50009323 0 40,815 6,163 32,652 50008640 1 38,991 20,275 18,715 FORO-F.150 SERIAL#: IFTMFI EFI GKF73359 FORD-F-150 SERIAL#: iFTNFIEF7EKG11579 50009322 0 36,588 7,318 29,271 50008639 1 38,991 20,275 18,715 FORO-F-150 SERIAL#: IFTMFICF7GKF73336 FOR6F-150 SERIAL#: 1FTNFIEFSEKG11578 50009321 0 36,668 7,318 29.271 60008638 '1 38,991 20,275 18,715 FORD-F-150 SERIAL : 1FTMFICF301<1`733M FORD-F-150 SERIAL 9- 1FTNF1EF3EKG11577 50009320 0 36,588 7,318 29,271 50DO8554 1 39,185 20,376 10,809 FORDFF150 SERIAL#: 1FTMF1CF1GKF73333 FORD-F-150 SERIAL#: 1FTNF1EF0EKG529S9 50OD9319 0 36,508 7,318 29,271 50008425 1 35,D99 18,251 16,647 FORD-F-150 SERIAL 0: 1FTMFICFXGKF73M2 FORD-F-150 SERIAL IFTNFICFBEK052855 50009308 0 36.346 7,270 29,079 50008635 1 40,541 21,061 19,459 FORD0.F-150 SERIAL#' 1FTMF1CF6GKF73321 FORD-F-150 SERIAL#: iFTNF1EFSEKG11574 50009317 0 36,508 7,310 29,271 50008776 1 8,401 4,369 4,032 FORD-F-150 SERIAL#: 1 FTMFlCFOGKF73341 FORD-F-150 SERIAL#: IFTNFICTIBKD95622 50009207 0 15,264 3,057 12,227 50008636 1 38,991 20,275 18,715 FORD-F-150 SERIAL : 1FTFX1CF4DFB54242 FORD-F-150 SERIAL#: 1FTNFI EFXEKG11575 60009316 0 36,588 7,318 29,271 50008558 1 39,185 20,376 18,009 FORD-F-150 SERIAL#: 1FTMF1GF9GKF73M0 FORD-F-150 SERIAL#: 1FTNF1EF6EKG52W5 50009315 0 36,688 7,318 29,271 500091G6 0 8,839 1,768 7,071 FORD-F-150 SERIAL 1FTMFICF0GKF73338 FORD-F-150 SERIAL#: IFTNFICTOBKD95627 50009314 0 36,588 7,318 29,271 50006423 1 35,709 18,569 17,140 FOR6F-IW SERIAL#', 1FTMF1CF9GKF73337 FORO-F-150 SERIAL#: 1FTNF1CF4EKG52653 50009313 0 36,348 7,270 29,079 50008839 1 17,508 3,502 14,006 FORD-F-150 SERIAL#: 1FTMF1CF6GKF73330 FORD-F-150 SERIAL#: 1FTFW1ET1DFB52678 50009312 0 36.348 7,270 29.079 50009052 0 17,832 3,566 14,266 FORD-F-150 SERIAL#: 1FTMFICFXGKF73329 FORD-F-M SERIAL#: iFTFX1CT7EKE72077 50009311 0 36,348 7,27C 29,079 50008637 i 38,991 20,275 18,715 FORD-F-150 SERIAL#: IFTMFICFBGKF73328 FORD-F-150 SERIAL#: IFTNFIEFIEKG11576 50009318 0 36,588 7,318 29,271 50009007 1 24.461 4,892 19,569 FORD-F-150 SERIAL#: iFTMF1CFBGKF73331 FORD-F-150 SERIAL#: iFTFMEHDKF87642 5000B556 1 39,185 20,376 18,809 50008426 1 35.099 18,251 16,947 FORD-F-150 SERIAL#: 1 FTNF1 EF2EKG52993 FORD-F-150 SERIAL#: 1FTNFl CFXEKG52856 50008634 1 40,641 21,081 19,459 5000B455 1 16.500 8,680 7,920 FORD-F-150 SERIAL#: 1FTNFIEF6EKG11573 FORD-F-150 SERIAL#: 1FTNF1CF2DKG35922 50009325 O 40,815 8,163 32,652 50008492 1. 34,727 18,058 16,669 FORD-F-150 SERIAL IFTMFlEFlGKF73362 FORO-F-150 SERIAL#: 1F7NF1CF0EKG52977 50008506 1 34,727 18,058 16,669 5000B493 1 34,727 18,058 16,669 FORGF-150 SERIAL#: 1 FTNFICF2EKG52991 FORD-F-150 SERIAL# 1FTNF1CF2EKG52978 50008854 1 5,099 1,020 4,079 50008919 9 18,128 3,626 14,502 FORC-F-150 SERIAL q: 1FTRF1224PM32147 FORD-F-150 SERIAL#, 1FTFXlEFBDKFO1379 5DO08553 1 39,185 20,376 18,809 60008424 1 35.099 18.251 16,647 FORD-F-050 SERIAL 1FTNFIEF9EKG52986 FORD-F-150 SERIAL#. 1FTNFICFBEK352114 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 88 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle ke-con Acct Motor I or Vehicle I I I I-Rec I o I In Acct ....................... -------- ASSET# AGFfYRS COST ACCUMDEPR DOOKVALLIE ASSET# AGIENRS COST ACCUMIDEPR BOOKVALUE 50009381 0 36,348 7,270 29,079 50005390 3 35,313 29,211 6,102 FORD-F-160 SERIAL# IFTMFICF20KF73339 FORD F IM(White) SERIALP IFTPF1CT3DI<D27766 50009362 0 36,348 7,270 29,079 60005396 3 38,550 31,888 6,661 FORD-F.150 SERIAL 4: 1FTMF1CF4GKF73343 FORD-F-M(White) SERIAL N. IFTFWlCFXDIT46WO 60009379 0 36,348 7,270 29,079 50005398 3 38,550 31,888 6.661 FORD-F-1 50 SERIAL#: 1FTMF1CF8GI<F73327 FORD r-ist,(White) SERIAL#! 1FTFWlCF3DKF48602 50009378 0 36.348 7,270 29,079 50006186 3 33,210 23,646 9,564 FORD-F-1 50 SERIAL 0: IFTMFICF4GKF73326 FORD-F-I W(White) SERIAL#; IFTNFlcr3EKD95829 50009383 0 36,348 7,270 29,079 50006182 3 33.210 23,646 9,664 FORD-F-150 SERIAL 1FTIVF1CF3GKF73348 FORDT-150(White) SERIAL* IFTNF1CF6EI095825 50009384 0 36,348 7,270 29,079 SOOD6187 3 33,210 23,846 9,564 FOR6F-150 SERIAL 1FTMF1Or3GKF73351 FORD-F-160(White) SERIAL* 1FTNF1CFXEKD95830 500093115 0 36,346 7,270 29.079 50006185 3 33,210 23,646 9,564 FORD-F-150 SERIAL 4: IFTMFICF7(31<1`73353 FORO-F-150(WhIte) SERIAL 4: 1FTNFICFIEKD95828 50009344 0 40,025 8,005 32,020 SOOG6164 3 33,210 23.646 9,564 FORDT-150 SERIAL 9: IFTMFIEF3GKF73363 FORD-F.1150(WhIte) SERIAL 4 1FTNFICFXEM95827 50009380 0 36,348 7,270 29,079 50005678 3 33,529 27,736 5,794 FORD-F-150 SERIAL M 1FTMFICF6GKF73335 FORD-r.1 so(White) SERIAL#' IFTPF1CTXD1,(F61907 50009453 0 13,223 2,645 10,576 50005389 3 35,313 29,211 6,102 FORD-F-150 SERIAL IFTPF1CF9DKF089I37 FORD-F-150(White) SERIALM iFTPF1CT1DKD27767 50001 0 36,348 7,270 29,079 50006190 3 33.210 23,646 9,564 FORD-F-150 SERIAL IFTMFICF70KF73319 FORD-F-150(White) SERIAL 0 1FTNF1CF5EI,tD95033 50006229 3 33,522 23,868 9,664 B0005391 3 35,413 29,293 6,119 FORD-F-150(White) SERIAL 4 1FTPFICF3EI<D69109 FOROLF.150(White) SERIAL* 1FTPFICTSDKD27769 500062.26 3 33,522 23,868 9,654 5DO05427 3 38'550 31,888 6,661 FORIDLF-IR(White) SERIAL M 1FTPF1CF8EiKD69106 FORD-F-IM(Whhe) SERIAL#: 1FTFW1CF5DKF46603 50006192 3 33.210 23.646 9,564 50006243 3 33,522 23,868 9,654 FORDI(Whit.) SERIAL# IFTNFICF9EK095835 FORD-F-150(WhIte) SERIAL 4: IFTPFICF7EI<D69114 500D6227 3 33,522 23,868 9,654 50006397 3 38,550 31,688 6,661 FORO-F-1150(White) SERIAL#. 1FTPFICFXEKD69107 FORD-F-150(White) SERIAL#: IFTFWlCFlDKF48601 50OD6260 2 38,989 27,760 11,229 50006250 3 33,572 23,903 9,669 FORD-F 150(White) SERIAL M IFTFWICF2EKE66605 FORD-F-1 50(White) SERIALM 1FTPF1CF2EKD69103 50006262 2 38,989 27,760 11,229 50006188 3 33.210 23,646 9,564 FORD-F-150(White) SERIAL 9: 1FTFW1CF6EKE66607 FORD-F-1611(White) SERI&#: 1FrNFICFIEKD95831 500D6228 3 33,522 23,868 9,654 50DO6189 3 33,210 23,646 9.564 FORD-F-I 50(While) SERIAL* IFTPF1CF1EKD6910e FORD-F-150(WhIW) SERIAL* 1FTNFIGF3EKD95032 50006193 3 33,210 23,646 9.564 500061113 3 33,210 23,646 9,564 FORD-F-150(Whiha) SERIAL* 1FTNMFOEI 95636 FORO-F.150(White) SERIAL It. 1FTNEICIFBEK095826 50006230 3 33,522 23,868 9,654 5000T751 2 37,571 19,537 18,034 FORD-F-1 50(White) SERIAL 4: IFTPFICFXEKD69110 FORD-F-150(WhIte) SERIAL M lr'rNFIEF8EK636524 50005457 a 31,540 26,090 5,450 50005725 3 32.871 23.404 9,467 FORD-F-1 60(White) SERIAL M 1FTNFlCFXDKF79034 FORD-F 150(Whit.) SERIAL#: IFTIPFICIF6IDIKF87559 50006191 3 33,210 23,646 9,564 50007301 3 27,967 19,927 8,060 FORD-F-150(WhIte) SERIAL#: IFTNFICF71EKD95834 FORD-F-150(White) SERIAL# 1FTFX1CT6EFB86956 50006231 3 33,522 23,868 9.654 W007300 3 27,987 19,927 8,060 FORD-F-150(White) SERIAL 4: IFTPFlCFIEM69111 FORD-F-160(WhIfte) SERIAL* 1FTFXICT4EF086955 500D6249 3 33,572 23,903 9,669 50007298 3 27,987 19,927 8,060 FOIRCI(White) SERIAL#: IFTPFICFOEKD69102 FORD-F-1 50(White) SERIAL M 1FTFX1CT0EFB86953 50005395 3 38,550 31,888 6,661 5WO5769 3 32,880 23.410 9,469 FORD-F-150(White) SERIAL k IFTFW1 CF7DKF48599 FORD-F.150(White) SERIAL ti; IFTNFIGF5DKG35929 50006194 3 33,210 23,646 9,564 5000T748 2 37,571 19,537 18,034 FORO-F-150(WhIte) SERIAL M 1FTNF1CF2EKD95637 FOR0.F-1 60(WhIt.) SERIAL#: 1FTNF1EF2EKG36521 50006232 3 33,522 23,868 9,654 50007749 2 37,571 19,537 18.034 FORD-F-160(WhIte) SERIAL#: IFTPFICF3EKD69112 FORDT-150(WhIte) SERIAL* 1 FTNFI EMEKG36522 50005177 3 35,066 29,007 6,059 50007204 3 22,640 18,845 3,895 FORD-F-150(White) SERIAL C 1FTPF1CT6CK025084 FORD-F-1 50(White) SERIAL#: 1FTMF1CIV4DKE88948 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 89 of 120 052 5/1512017 1 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT -...._. p ...... ....... -_ .,, Motor Vehicle Recon Acet Motor Vehicle Recon Acct ASSET# AGFAMS COST ACCUM DEPR BOOKVALUE ASSET# AGEYRS COST ACCUM DEPR BOOK VALUE ........ ..... .......... _.._. ....... .... ...... .. ,......... 50007750 2 37,571 19,537 18,034 50009284 .....0 39,956- -_- 7,991 31,965 FORD-F-150(Whit.) SERIAL#: 1FTNF1 EF6EKG36523 FORD-F-150(White) SERIAL#: 1FTMF1EF8GKr99313 50OD6737 8 23,710 23,710 0 50009219 0 41,118 6,224 32,895 FORD-F-150(White) SERIAL#: 1FTRX12V09FA31275 FORD-F-150(White) SERIAL It! 1FTEWiCF7GKF27073 5DO07752 2 37,571 19,537 18.034 50000223 0 39,658 7,932 31,727 FORD-F-150(White) SERIAL#: 1FTNFIEFXEKG36525 FORD-F-150(While) SERIAL#: I FTEWICFOGU56035 50006738 8 23,705 23,705 0 50009285 0 39,956 7.991 31,965 FORD-F-150(While) SERIAL '. 1FTRX12V29FA31276 FORD-F-1 50(While) SERIAL#. 1 FTMFI EFXGKFM14 50005676 3 33.529 27,735 5,794 60009218 0 41,116 8,224 32,895 FORDT-150(White) SERIAL#'. 1 FTPF1 CT6DKF61905 FOR0.F-150(Whlte) SERIAL#'. iFTEVWICF7GKF56033 50OD6818 5 29.054 27,360 1,673 50009217 0 41,118 8,224 32.895 FORD-F-150(White) SERIAL#: iFTFX1CT6CFA08719 FORD-F-150(WhIleI SERIAL#: 1FTEWiCF5GKF56032 50006817 5 29,054 27,380 1.673 50009224 0 39,668 7,932 31,727 FORD-F-150(While) SERIAL : 1FTFXICTSCFA08722 FORD-F-1 50(White) SERIAL#: 1FTPW1CF4GKr56037 50006815 5 28,696 27,043 1,653 50009210 0 35,337 7,067 28,270 FORD-F-1 50(White) SERIAL IL 1FTFX1CT2CFA06720 FORD-F-1 W(White) SERIAL It. 1FTIANCF00KE06767 50007994 2 37,621 19,563 18,058 50009452 0 9,303 1,861 7,442 FORD-F-1 50(White) SERIAL : 1FTNF1EF9EKG36516 FORD-F-150(Whlte) SERIAL#: 1FTNF1CT515 E20618 50007995 2 37.621 19,563 18,05E 50009211 0 35,337 7,067 28,270 FORD-F-150(White) SERIAL#t 1FTNFl EFCEKG36517 FORD-F-150(White) SERIAL#: 1FTMF1CF50KE08764 50006225 3 33,522 23,868 9,654 60009212 0 34,932 6,986 27.946 FORD-F-1 50(Whit.) SERIAL#: IFTPFICFBEK069105 FORD-F-150(While) SERIAL#: 1FTMFICF2GKE06768 5NO6819 5 28,537 26,894 1,644 50009213 0 34,932 6,986 27,946 FORD-F-150(White) SERIAL#: 1F7FX1GT1CFA61805 FORD-F-150(White) SERIAL# 1FTMFICF4GKE06769 50OD4540 4 33,130 27,405 5,725 50009214 0 34,932 6,986 27,946 FORD-F-150(White) SERIAL#'. 1FTNF1CT6DKD30624 FORD-F-150(Whlle) SERIAL#: IFTMFICFOGKE06770 50004539 4 32,477 26,865 5,612 50009215 0 41,118 8,224 32,895 FORD-F-150(Whit.) SERIAL#. IFTNFICTBDKDW625 FORDF450(White) SERIAL#: 1FTENIC1FIGKF56030 50007137 4 29,867 24,706 5,161 50009209 0 35.337 7,067 28,270 FORD-F-150(White) SERIAL : 1FTFX1ET3DFB10896 FORD-F-1 50(White) SERIAL#: 1FTMF1GF9GKE06766 50005677 3 33.629 27,735 5,794 50008693 2 33,797 17,574 16,223 FORD-F-150(White) SERIAL#: 1FTPFiCT8DKF61906 FORD-F-150(WMIe) SERIAL 0: 1FTNF1CF6EKG36508 50005071 4 36,314 30,039 6,275 50009226 0 39,508 7,902 31,607 FORD-F-1 50(White) SERIAL#: 1FTNF1 EMKE401I FORD-F-1 W(Whit.) SERIAL#: 1FTEWiCF8GKF58039 50004541 4 33,130 27,405 5,725 50008826 1 37,069 7,414 29,S55 FORD-F-150(While) SERIAL : 1FTNFl CTlDKD30627 FORD-F-150(White) SERIAL#: iFTMFICF5GKE07316 50006679 3 34,599 28,620 6,979 50008824 1 37,069 7,414 29,655 FORD-F-150(While) SERIALM IFTPFl CTIDKD27770 FORD-F-150(Whlte) SERIAL#'. 1FTMF1CF1GKE07314 50005680 3 34,599 28,620 5,979 50008822 1 37,069 7,414 29,665 FORD-F-150(White) SERIAL#'. IFTPFICT51]KD27T72 FORD-F-150(Whit.) SERIAL#'. 1FT1AF1CF8GKE07312 50005683 3 34,599 28.620 5,979 50006774 1 44,057 22,910 21,148 FORD-F-1 50(White) SERIAL 1FTPrICTODKO27775 FORD-F-150(WHITE) SERIAL It: 1FTFX1EF9EKE71777 5N05681 3 34,599 28,620 5.979 50008697 2 33,797 17,574 16,223 FORD-F-150(White) SERIAL#: 1FTPF1CT7DK02M3 FORD-F-150(Whlle) SERIALM 1FTNF1CF8EKG38512 50005682 3 34,599 28,620 5,979 50008696 2 33.797 17,574 16.223 FORD-F-150(White) SERIAL#: 1FTPF1CT9DKD27774 FORD-F-150(Whit.) SERIAL#: 1FTNF1CF6EKG36511 50005675 3 33,629 27,735 5,794 50008689 2 33,797 17,574 16,223 FORD-r-150(While) SERIAL#: 1FTPFiCT4DKF61904 FORD-F-150(Whit.) SERIAL III: iFTNF1CF5EKG38502 50009227 0 39,658 7.932 31,727 50008694 2 33.797 17,574 16,223 FORD-F-150(While) SERIAL 1: 1FTEW1CF3GKF27071 FOR6F-150(White) SERIAL iFTNFICFtIEK12138509 50009220 0 41,118 8,224 32,895 50009225 0 39,658 7,932 31,727 FORD-F-160(Whlle) SERIAL#: 11FTEWiCF20KF27076 FORD-F-150(White) SERIAL#: 1F 1CFMKF58038 50009221 0 41,118 8,224 32,895 50008692 2 33,797 17,574 16,223 FORD-F-150(White) SERIAL#'. 1FTEQ1CF4GKF27077 FORD-F-150(White) SERIAL#: 1FTNF/Cr4EKG36507 50009222 0 41,118 8,224 32,895 50009143 0 16,404 3,281 13,123 FORD-F-150(White) SERIAL 1FTEEW1CF6GKF27W8 FORD-F-150(White) SERIAL#' 1FTNFICF0DKF01216 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIALUNLESS SPECIFICALLY STATED OTHERWISE Page 90 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle Recon Acct Motor Vehicle Recon Acct ASSET# AGEJYRS COST ACCUMIDEPR BOOKVALUE ASSET# AGFJYRS COST ACCUM DEPIR BOOK VALUE 50008691 2 33,797 17,574 16,223 50008535 1 34,727 18,05E 16,669 FORD-F-1 50(White) SERIAL#: 1FTNFlCFDEK036505 FORD-F-150(Yellow) SERIAL 1FFNFlCFOEK052929 50008690 2 33,797 17,674 16,223 50008547 1 34,727 18,058 16,689 FORD-F-1 50(White) SERIAL# I FTNFI CFSEKG36504 FORD F-I R)(Yoll.) SERIAL 1F'rNFICF6EKG52918 50009216 0 41,118 8,224 32,895 50008543 1 34,727 18,058 16,669 FORD-F-150(White) SERIAL#. 1FTEWlCF30KFMG31 FORD-F-1 50(Yell") SERIAL 1F-rNFICF7EKG52913 50008399 1 33.797 17,574 16,223 50000542 1 34,727 18,056 16,869 FORD-F-150(WhIto) SERIAL 4: 1FTNF1CF7EKG36503 FORD-F 160 Yell SERIA-4: IFTNFICFIEKG52938 50008688 2 33.797 17,574 16,223 513008541 1 34,727 18,058 16,669 FORD-F-150(While) SERIAL 4: 1FTNFICF3EK036501 FORD-F-150(Yellow) SERIAL* IFTNFlCFXEKG52937 50008695 2 33,797 17,574 16,223 50008540 1 34,727 18,058 16,669 FORD-F-1 50(While) SERIAL 9 IFTNFlCF4EKG36510 ropO.P.iso(Yell.) SERIAL# IFTNFlCFSEKG52935 SM08062 2 34,689 18,038 16,651 50008639 1 34,727 18,068 16,669 FORD-F-150(Yellow) SERIAL A lFTNFiCF8EKG52824 FOR F-150(Yellow) SERIAL# IF7NF1CF4EKG52934 50008064 2 34,689 18,038 16,651 50008538 1 34,727 18,058 16,669 FORD-F-150(Yellow) SERIAL k 1FTNFICFIEKG52026 FORD-F-150(Y.1l..) SERIAL M IFTNF1CF2EKG52933 60008061 2 34,339 17,856 16,483 60008536 1 34,727 18,058 16.669 FORDI(Yellow) SERIAL# IFTNFICFGEKG52823 FORD-F-1 50(Yellow) SERI&It: 1FTNF1CF7EKG52930 50008065 2 34.339 17,656 16,483 FY0008563 1 35,648 18,537 17,111 FORD-F-150(Yellow) SERIAL#: 1FTNF1CF3EKG52827 FORD-F-1 50(Yellow) SERIAL 9 1FTNFlCFOEKG526M 50008066 2 34,339 17,856 16,483 50008534 1 34.727 18,058 16,669 FORD-F-1 50(Yellow) SERI&4: 1FTNFlCFSEKG52820 FORD-F-1 50(Yellow) SERIAL It: 1FTNFICF7EKG52927 5000B067 2 34,339 17,856 16,483 50008537 1 34,727 18,058 16,669 FORDT-150(YalI.) SERIAL 4: 1FTNFICF7EKG52829 FORDF-1 50(Yell.) SERIAL A IFTNFIcr9EKG52931 50008068 2 34,689 18.038 16,651 50008549 1 34,727 18,058 16,669 FOFI(Yellow) SERIAL P 1FTNF1GF3EKG52030 FORD,F-153(Yell.) SERIAL# 1I`rNF1CF6EKG52921 50008070 2 34,689 18,036 16,651 500OB550 1 34,727 18,058 16,669 FORD-F-150(Yell..) SERIAL M 1FTNFICF7EKG52832 FORO-F ISO(Yellow) SERIAL* 1FTNF1CF8EKG52922 50008078 2 34,514 17,947 16,567 50008551 1 34,727 18,058 16,669 FORD-F-1 50(Yellow) SERIAL# 1 FTINF1 CF6EK052840 FOREI(Y61m) SERIl IFTNFIGFXEKG52923 50008079 2 34,514 17,947 16,567 50008552 1 34,727 18,056 16,669 FORD-F 150(Yell..) SERIAL 4: IFTNFICF8EKG52841 FORD-F-150(Yedl..) SERIAL M IFTNF1CF3EKG52925 60008080 2 34,514 17,947 16,567 500085W 1 34,727 18,058 16,669 FORD-F-150(Yellow) SERIAL M 1FTNFICFXEKG52642 FORD-F-150(Yellow) SERI&0: IFTNF1CF5EKGI52926 50008174 2 35,328 18,371 16,958 50008662 1 35,648 18,485 17.063 FOIFI(Yellow) SERIAL M IFMFlCFOEK052879 FORI 50(Yell") SERIAL 0 IFTNFICF7EKG62677 50008173 2 35,328 18,371 16,958 50008546 1 34,727 18,058 16,669 FORD-F-150(Yellow) SERIAL#: 1FTNFICF9EKG52678 FORD-F-150(Yellow) SERJAI-4 1FrNF1CF4EKG52917 50008063 2 34,339 17,856 16,483 50008564 1 34,448 17,913 16,535 FORDI(Yellow) SERIAL M 1FTNFICFXEKG52825 FORD-F-150(Yellow) SERIAL# 1FTNF1CF6EKG52899 50008071 2 34,339 17,856 16,483 50008565 1 34,448 17,913 16.535 FORD-FA50(Yellow) SERIAL M 1FTNF1CF9EKG52833 FORD-F-150(Yellow) SERI&#: lFrNFICF9EKG52900 5000OD73 2 34,689 18,038 16,651 500085M 1 34,448 17.913 16,635 FORD-F-1 50(Yellow) SERIAL 9: lF-FNF1CF2EKG52IM FORD-FA 50(Yellow) SERIAL#; IFTNFICF4EKG52903 -�0W08074 2 34,689 18,038 16,651 50008567 1 34,448 17,913 16,15W FORD-F-150(Yellow) SERIAL#: lFTNF1CF4EKO52S36 FORD-F.1 50(Yeill SERIAL#: lFTNF1CF6EKG52904 5000B075 2 34,339 17,866 16,483 500013669 1 33.957 17,658 16,299 FORG-F-150(Yell") SERIAL# IFTNFIMEIKG52837 FORD-F-160(Yellow) SERIAL# 1FTNFICF8EKG52788 50008072 2 34,339 17,856 16,483 5000B175 2 35,328 18,371 16,958 FORD-F-150(Yellow) SERIAL M IFTNFlCFOEKG52834 FORD-F-150(Y.11.) SERIAL 1FrNFICF7EKG52880 50006076 2 34,164 17,765 16,399 50DOB561 1 35,648 18,537 17,111 FORD-F-150(Yellow) SERIAL#: 1FTNF1CF8EKG52838 FORDI 50(Yelilow) SERIAL IFTNFlCFSEKG52876 5NO8069 2 34,339 17,856 16,483 5000B430 1 35,030 18,219 16.817 IFORO-F-160(Yellow) SERIAL#: IFTNFlCFSEKG52831 FORD-F-1 50(Yellow) SERIAL 4: 1FrNFICF3EKG52861 50008077 2 34,164 17,765 16,399 50008528 1 34,727 18,058 16,669 FORD-F-150(Yellow) SERIAL* IFrNFlCFXEKG52839 FORD-F-150(Yellow) SERIAL#: IFTNFlCFDEKG52946 ........... .................................. ................ ... ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 91 of 120 052 511512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT .............................. Motor Vehicle Recon Acct Vehicle R Aect ........................ .... .... --l-1-1-1111-1-11- Motor econ I ASSET 4 AGEfYRS COST ACCUMDEPR BOOKVALUE ASSET# AGENRS COST ACCUMDEPR BOOKVALUE ............................ ---------- . ....... 5000B192 2 34,859 18,127 16,732 50008195 2 34,234 17,902 16,432 FORD-F-1 50(Y.1 I..) SERIAL#. 1FTNriGF3EKG52092 FORD-F-150(Yellow) SERIAL IF--NF1GF6EKG52W 50008178 2 35,628 18,527 17,102 50008433 1 35,036 18,219 16,817 FORD-F-I 50(Yellow) SERIAL 4: IFTNIF1CF21il FORDT-150(Yellow) SERIAL 1FTNF1CF9EKG52884 50008177 2 35,328 18,371 16,959 50008216 2 34,804 18.098 16,706 FORD-F-150(Yellow) SERIAL#: 1FTNFICFDEKG52882 FORD-F-150(Yellow) SERIAL lFTNFICF2EKG52897 50008176 2 35.326 18,371 16,958 50008504 1 34,727 18,058 16,669 FORD-F-150(Yellow) SERIAL M 1FTNF1CF9El FORD-F-150(Yellow) SERIAL* 1FTNF1CF1EKG52969 50008438 1 35,036 18,219 16,817 5000860 1 34,727 18,058 16.669 FORD-F-160(Y.11.) SERIAL 9: 1FTNF1CF8El FORD-F-160(Yell") SERIAL P 1FTNFICF4El 5000B428 1 35,036 18,219 16,817 50008523 1 34,727 18.058 16,669 FORD-F-150(Y.11..) SERIAL M IFTNFlCF3EKG52858 FORl(Yellow) SERIAL k lF-FNFICF3El 50008194 2 34,234 17,802 16,432 50006601 1 34,727 18,058 16,669 FORl(Yellow) SERIAL# 1FTNFICF4EKG52864 FORD-F-160(Yell.) SERIAL# 1FTNF1CF6El 50008199 2 34,234 17,802 16,432 50008502 1 34,727 18,056 16,669 FORD-F-150(Yellow) SERIAL#. 1FTNFICF3EKG52680 FORD-F-i50(Yellow) SEl 1 F-FNF1 CFBEKG52967 50008432 1 35,036 18,219 16,817 50008439 1 35,036 18,219 16,817 l(Yellow) SERIAL 4. 1FTNF1CF7EKG52M FORD�l(Yell SERIAL 1FTNF1CF4EKG52870 50008434 1 35,036 18,219 16,817 50008526 1 34,727 10,058 16,669 FORD-1(Yellow) SERIAL 4 1FTNFlCFOEKG52065 rc,R6l(Yellow) SERIAL IFTNIFICIFSEl 50008435 1 35,036 18,219 16,817 50008503 1 34,727 10,056 16,669 FORO-F-150(Yellow) SERIAL 0 1FTNFICF2EKG52866 FORD-F-150(Yell.) SERIAL#: 1FTNFICFXEKG529M 50008436 1 35,141 18,273 16,868 5000H525 1 34.727 18,058 16,669 FORD F-150(Y.11m) SERIAL#. I FTNFI CF4EKG52867 FORD-F-150(Yellow) SERIAL# 1FT4FIGF3El 5000B437 1 35,036 18,219 16,817 50008499 1 34,727 18,058 16,669 FORD-F-180(Yellow) SERIAL# 1FTNF1CF6EKG52M FORD-1(Yellow) SERALM 1FTNF1CF2EKG52964 50008427 1 35,036 18,219 16,817 50008505 1 34,727 18,058 16,669 FORD-1(Yellow) SERIAL# 1FTNFICFIEKG52857 FORD-F-150(Yellow) SERIAL 1F7NF1CF8EKG52970 50008218 2 34,8014 18,098 16,706 50008619 1 34,727 18,058 16,669 FOROF-150(Yello.) SERIAL 4: 1FTNFICFOEKG52901 FORD-F-150(Yellow) SERIAL 1FrRF1CF5EKG52957 50008200 2 34,234 17,802 16,432 50008520 1 34,727 18,058 16,669 FOl(Yellow) SERIAL#: I l CFXEK052890 FORD-F ISO(Yellow) SERIAL 1FrNFICF7EKG52958 50008198 2 34,234 17,802 16,432 50008521 1 34,727 18.058 16,669 FORD F-150(Yellow) SERIAL#: 1FTNFICFIEKG52888 FORO-1(Yellow) SERIAL#: IFTNFICF9EK052959 50008201 2 34,234 17,802 16,432 50008522 1 34,727 18,058 16,669 FORD-F-I 50(Yellow) SERIAL M IFTNFICFIEKG52891 FORD-F-150(Y.Hw) SERIAL# 1FTNFICF5EKG52960 50008197 2 34,234 17,602 16,432 50008624 1 34,727 18,058 16,669 FORD-F-150(Yellow) SERIAL# 1FTNFlCFXEKG52687 FORD-1(Yellow) SERIAL#: IFTNIPCIFIEK652941 50008196 2 34,234 17,802 16,432 50008431 1 35,036 18,219 16.817 l 50(Yellow) SERIAL 4 1FTNF1CF6EKG526B6 FORD-F 150(Yellow) SERIAL M 1FTNFlCFSEK052862 50008202 2 34,859 18,127 16,732 50008486 1 34.727 18.058 16,669 Fol(Y.Ill SERIAL#: IFTNF1CF7El FORD-F-160(Yellow) SEl 1F 1FICl 60008193 2 34,859 18,127 16,732 50008440 1 35,036 10,219 16,817 FORD-1(Yellow) SERIAL# IFFNFICF5EKG52S93 l(Yell.) SERIAL M 1FTNFICF6EKG52871 50008217 2 34,804 18,098 16,706 50008441 1 35,036 18,219 16,817 FORD-1(Yellow) SERIAL#: IFTNFICF4EKG52898 l H(Yellow) SERIAL 9: IFTNFICFXEKGl 5000B54a 1 34,727 16,058 16,669 500015442 1 35,036 18,219 16,817 FORD-l(Yellow) SERIAL A IFTNFICFBEKG52919 FORD-F-150(Yellow) SERIAL X IFrNF1CF1EKG52674 50008219 2 34,&M 18,098 ll 50008463 4 35,473 18,446 17,027 FORD-F-150(Yellow) SERIAL# IFTNFlCF2EKG52902 FORD-F-I 50(Yatlw) SERIAL#: 1FTNF1CF3EKG52076 50008220 2 34,8014 18,098 16,706 50008527 1 34,727 18,058 16,669 FORD-F450(Yellow) SERIAL#. 1FTNFICFBEKG52905 FORD-F-150(Yellow) SERIAL# 1FTNF1CF9EKG52945 5DO08221 2 34,804 18,098 16,706 50008498 1 34,727 1e.()58 16,669 Fol(Yell..) SERIAL# 1FTNFlCFXEKG52906 FOl(Yellow) SERIAL#i IFTNIFICIFOEl 50008222 2 34,804 18,098 16,706 5000R487 1 34,727 18,058 16,669 FORIXl(Yellow) SERIAL#. 1FTNFIGFIEKG52907 FORD-F-150(Yell.) SEl 4: 1FTNF1Cl Al INFORMATION ON THIS REPORT SHOULD BE TREATED CONFIDENTIAL UNLESS SPECIFICALLYSTATEDOTHERIll Page 92 of 120 052 5115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle Recon AcctMotor Vehicle Recon Aect ----------- ASSET# AGE/yRS COST ACCUIVIDEPIR BOOKVALUE ASSET# AGErYRS COST ACCUMDEPR BOOKVALUE ---------- ............................. 50008486 1 34.727 18,058 16,669 50005142 a 32,169 26,610 5,569 FORD-F-150(Y.Ilow) SERIAL#: IFTNFICF3EKG52973 FORDI 50 4X2 SERIAL#: lFTNF1GFXDKF06939 50008489 1 34,727 18,058 16,669 50005150 3 32,169 26,1510 5,559 FORD-F-160(Yellow) SERIAL 4: 1FTNF1GF5EKG52974 FORDF-1504M SERIAL 9: 1FTNF1cr9DKF06947 50008490 1 34,727 18,058 16,669 50005147 3 32,169 26,610 5,659 FORD-r-1 so(Yellow) SERIAL# 1FTNFICF71EKG52975 FORDI 50 4X2 SERIAL 0: 1FTNFICIF300013944 50008491 1 34.727 18,058 16,669 50005146 3 32,169 26,61C 5,559 FORD-F-150(Yellow) SERIAL 4 1FTNF1CF9EKG52976 FORD-F-1604X2 SERIAL M 1FTNF1cr1DKF06943 50008496 1 34,727 18,058 16.669 50006145 3 32,169 26,610 5,659 FoRD.r-150(ul..) SERIAL#: 1FTNF1CF7EKG5296I FORI 50 4X2 SERIAL 9: 1FTNF1CFXDIKF06942 60006497 1 34,727 18,058 16,669 50005075 3 30,844 25,514 5,330 FORD-F-150(Yellow) SERIAL 4 1FTNF1CF9EKG52962 FORD-F-1 50 4X2 SERIAL 9 lrrNFICT7DKF22344 50005225 3 34,611 28,630 5,981 50005082 3 30,844 25,614 5,330 FORD-F-150 4X2 SERIAL# 1FTFN1CT6DKF38734 FORD-F-150 4X2 SERIAL Ill: llT FIC14DKF22351 50005224 3 34.611 28,630 5,981 50006081 3 30,844 25,514 5,330 FORD-F-150 4X2 SERIAL 4: 1FTFW1CT4DIKF38733 FORD-F-150 41X2 SERIAL M lFrNFICT2DKF22350 50005226 3 34,611 28,630 5,981 50005080 3 30,1144 25,514 5,330 FORD-F-1504X2 SERIAL 0: 1FTFVV1CT30Kr38735 FORD-F-1 50 4X2 SERIAL 0: 1FTNF1CT6DKF22349 500052.22 3 3.4,611 28,630 5,981 60005079 3 30.844 25,514 5,330 FORD-F-150 4)(2 SERIAL 9; 1FTFW1CT0DI<F38731 FORD-F-1504X2 SERIAL#: 1FTNF1CT4DKF22348 5WO5229 3 35,783 29,600 5,183 50005078 3 30,844 25,514 5,330 FORD-F-1504X2 SERIAL#: IFTPFlCFSDKFO6908 FORD-F-1504X2 SERIAL#: 1FTNFICT201<1`22347 50005221 3 34,611 28,630 5.981 50005077 3 30,844 25,514 5,330 FORD-F-150 4X2 SERIAL#; 1FrFWICT9DKF38730 FORD-F-1504X2 SERIALM 1FrNFICTODKF22346 50005219 3 34,611 28,630 5,981 50005151 3 32,169 26,610 5,559 FORD-F-150 4X2 SERIAL 0 1FTFW1CT0DlKF38728 FCRD-F-1504X2 SERIAL# 1FT4F1CF0DKF06948 50005223 3 34,611 28,630 5,981 60005216 3 34,611 28,630 5,981 FORD-F-1 50 4X2 SERIAL W: IFTFW1CT2DKF36732 FORD-F-150 4X2 SERIAL#: 1FrFWICT5DIT38725 50005217 3 34,611 26,630 5,981 50005144 3 32,169 26,610 5,559 FORD-F-1500(2 SERIAL#: 1FTFW1GT7DKF38726 FORD-F 150 4X2 SERIAL#: 1FrNF1CF6DKF06941 60005228 3 35.783 29,600 6,183 50005163 3 32.169 26,610 5,559 FORD-F-1 50 4X2 SERIAL# 1FTPF1CF3DKF06905 FORI 4X2 SERIAL#: IFrNF1CF9DKF06950 50005230 3 35,783 29,600 6,193 50005141 3 32,169 26,610 5,569 FORDI 150 4X2 SERIAL#: 1FTPF1CF7DKF06907 FORD-F-1 50 4X2 SERIAL# 1FTNF1CF8DKF06938 50005231 3 36,783 29,600 6,183 50005139 3 32,169 26,610 5,569 FOR0-F-150 4)(2 SERIAL# IFTIPF1CF91)KIF06906 FORDLIF-1504M SERIAL#. 1FTNF1CF40KFD6936 50005232 3 36,793 29,600 6,183 50005220 3 34,611 28,630 6,981 FORD-F-1 50 4X2 SERIAL#: 1FTPFICFODKFO6909 FORD-F-1504X2 SERIAL#: 1FTFINICT21)KF38729 5DO05233 3 35,783 29,600 6,183 50005241 3 36,628 29,389 6,139 FORD-F-1504X2 SERIAL* 1FTPF1CF7DKF06910 FORD-F-1504X2 SERIAL#: 117PFICIF90KIF06889 5005234 3 35,783 29,600 6,183 60005211 3 34,611 28,630 5,981 FORD-F-160 4X2 SERIAL#; IFTPPICIF913KF06911 FORD-F-1504X2 SERIAL M IFTrWICT60IT38720 50005235 3 35,783 29,600 6.183 50006084 3 30,844 25,514 5.330 FORD-F-1 50 4X2 SERIAL M 1FrPF1CF0DKF05912 FORD-F-150 4X2 SERIAL M IFTNIF1CT60KF22353 50005236 3 36,783 29.600 6,183 50005212 3 34,611 28,630 5,981 FORD-F-1504X2 SERIAL P 1FTPF1CF2DI(F06913 FORDI 4X2 SERIAL P IFTMUBDU38721 60005237 3 35,783 29,600 6,183 50005213 3 34,611 28,630 5.981 IFORO-F-1504X2 SERIAL#: IFTPF1CF4DI<F06914 FORD-F-1 50 4)U SERIAL# IrrFW1MDIT38722 5NO5238 3 35,783 29,600 6,183 50005214 3 34.611 28,630 5,981 FORD-F-150 4X2 SERIAL#: 1FTPFICFODKFOS916 FORD-F-150 4X2 SERIAL#: 1FrFW1CT1DI 50005239 3 35,528 29,389 6,139 50005215 3 34,611 28,630 5,981 FORD-F-1 50 4X2 SERIAL# 1FTPFICF5DKF068I37 FORD-F-1504X2 SERIAL* IFTFW1GT3Dl(F38724 60006240 3 35.528 29,389 6,139 50005148 3 32,189 26,510 5,559 FORD-F-150 4X2 SERIAL#: 1FTPF1CF7DKF06088 FORD-F-1 50 4X2 SERIAL#. 1FrNF1CF6DKF05945 50005227 3 35,703 29,600 6,183 50005083 3 30,844 25,514 5,330 FORD-F-150 4X2 SERIAL#: 1FTPF1CF1DKF069D4 FORD-F-150 4)(2 SERIAL* 1FT4F1CT6DKr22352 ..................... ALLINFORMATION ON THISREPORT SHOULDBE TREATED As CONFIDENTIAL UNLESS SPECIFICALLY .......... Page 93 of 120 052 5t15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT 1 [ M� at Motor Vehicle Recon Acct Vehicle Recon Ac --1111111-. ............. ........ ASSET# AGENIRS COST ACCUIVIDEPIR BOOKVALUE ASSET# AGENIRS COST ACCLIMIDEPIR 300KVALLE - . ...... ....... .................... -- ---------------- 60005152 3 32,169 26,610 5,569 50005249 3 35,783 29,609 6,183 FORDF-150 4X2 SERIAL C 1FTNF1CF2DK`06949 FORD-F-150 4X2 SERIAL# 1FTPIFIMIDU07044 50005993 3 36,338 25,873 10,465 50005251 3 35,783 29,600 6,183 FORD-F-1 M 4# SERIAL ft: 1FTFWICF3EKD47199 FORD-F-1 50 4X2 SERIAL#; 1r7PFICF8DU07046 50006003 3 36.338 25,873 10,465 50005243 3 35,528 29,369 6,139 FORD-F-160 4X2 SERIAL 0 1FTFWlCF2EKD47209 FORD-F4504M SERIAL 1FTPF1C"DKF06891 50006002 3 36,338 25,873 10,465 50006OD6 3 36,338 25,873 10.465 FORD-F-150 4# SERIAL C IFTMICIFOEK 7208 FORD-F-150 U2 SERIAL I FTFWI C172EK047212 50006001 3 36,338 25,873 10F465 50006250 3 35,783 29,600 6,183 FORD-F-150 4X2 SERIAL M 1FT1`W1CF9EKD47207 FORD-F-1504X2 SERIAL IFTPF1CF6DKF07045 50006000 3 36,338 25,873 10,465 50006007 3 36,338 25,873 10,465 FORD-F-150 4X2 SERIAL M 1FT 1CF71EK0472M FORD-F 160 4# SERIAL IIFTFMCF41EKD47213 50005999 3 36,338 25,873 10,465 60006008 3 36,338 25,873 10,465 FOR]LF-1 50 4# SERIAL A IFTFWlCF51EIKD47205 FOR0.F-1 W 4# SERAL#: 1F FW1CF6EiiD47214 5DO05996 3 36,338 25.873 10.465 50008644 1 13,282 6,907 6,375 FORD-F-150 4X2 SERIAL N 1FTFW1CF3EKD47204 FOR F-1 50 4X2 SERIAL# IF PFICF61)1(1`187575 50005997 3 36.338 25,873 10,465 500015861 1 13,311 2,662 10,649 FORD-F-150 40 SERIAL 4 1rTFW1CF1EK13472W FORD-F-150 4X2 SERIAL#: IFTNF1CT9DU22345 50005996 3 36,338 25,873 10,465 50004538 4 33,079 27,363 5,716 FORD-F-1504X SERIAL#: IIFTMCFXEKD47202 FORD-F-IM 4X2(White) SERIAL M IFTNF1CT4D1<UW623 5W06004 3 36.336 25,873 10,465 50004536 4 32.587 26,956 5,631 FORD-F-150 4x SERIAL#: 1FT!`WICIFI)EIKID47210 FORD-F-150 4X2(White) SERIAL 9: IFTINFICTXIDIKID30626 50005994 3 36,338 25,873 10,465 50006215 3 33,261 23,682 9,579 FORD-F-1 50 4# SERIAL M IFIFIFMCFIBEKD47200 FORD-F-150 4X2(Whit.) SERIAL#: 1IFTNIFICF41110295841 5DO05989 3 36.338 25,873 10,465 50005066 4 3.4,931 28,895 6,036 IFORUF-150 4# SERIAL M 1IFTFW1CF6EKD47195 FORD-F-150 4X2(While) SERIAL#. 1FTPIFICTIS K 25683 50005992 3 36,338 25,873 10,465 50005054 4 34,931 2B.895 8,036 FORD-F-1150 44 SERIAL N lFrFWICFIEKD47198 FORD-F-1 0 4X2(White) SERIAL# 1F 1RIFlCT2CKID25881 50005991 3 36,338 25,873 10,465 50005053 4 34,931 28,895 6,036 FORD-F-150 4# SERIAL M 1IFTFWlUXE107197 FORD-F-150 4X2(White) SERIALei. 1IFTIPIFICTIDGM25400 50005990 3 3613M 25,873 10,465 50006216 3 33,261 23.682 9,579 FORD-F-1 50 4X2 SERIAL 4 IFTIFWIGIFSEKD47196 IFCR0.F-I 50 4X2(White) SERIAL#. 1IFTNIFICIF6IEKD95642 50005986 3 36,338 25,873 10,465 50004537 4 34,084 28,194 5,890 FORI3LF-1 50 U2 SERIAL M I FTFW1 CF4EKD471 M FORD,F-150 4X2(WhII SERIAL M IFTNIFICTOCIKE10368 50005987 3 36,338 25,873 10,465 50005052 4 34,931 28,895 6.036 FORD-F 150 4# SERIAL M 1FrFW1GF2EKD47193 FORD-F-150 4X2(Whit.) SERIAL#7 IFTIPIFICT4C1025879 60005242 3 36,528 29,389 6,139 50006220 3 33.261 23,682 9,579 FORD+-1 50 4X2 SERIAL# 1FTPF1CF5DKF06890 FORD-F-160 4X2(Whit.) SERIAL#: 1 FrNF1 CF6EKD95839 50005218 3 34,611 28,630 5,981 50006219 3 33,261 23,682 9,579 FORD-F-1 50 4X2 SERIAL# 11FTFW1CTMIKF38727 FORD-F-1 5(1 4X2(White) SERIAL X IFTNFICF4EKD95830 50005986 3 36.338 25,873 10,465 60006218 3 33,391 23,774 9,617 FORD-F-150412 SERIAL# 1FTFWICFOEKD47192 FORD-F-I 50 4M(White) SERIAL# IFTNIF1CF2EKID95840 5DO05995 3 36,330 25,873 10,465 50006217 3 33,261 23,682 9,579 FORD-F-150 4X SERIAL 4 1 FTFWl CFBEKD47201 FORD-F-150 4M(White) SERIAL#: 1IFTNIFICIFfIEKID95843 50005252 3 36,763 29.600 6,183 50005049 4 34,931 215,895 6,036 FORDLF-150 4X2 SERIAL# IFTPFICFXDKF07047 FOR0.F-150 4M(White) SERIAL#: IFTPFICTEICKID25876 500013005 3 36,338 25,873 10,465 50005050 4 34,931 28,895 6,036 FORD-F-I 50 4% SERIAL 4 1FTF 1CFOEKN7211 FORD-F-150 AM(White) SERIAL#; IFF-1-FiFICTOM26877 50005246 3 35,886 29,685 6,201 50005061 4 3.4,931 28,895 6,036 FORD-F-150 4X2 SERIAL# 1FTPF1CF9DKF07055 FOR F-1 50 4X2(White) SERIAL 9: IFTPH=O(025878 50005247 a 35,783 29,600 6.163 50005055 4 34,931 28,895 6,036 FORDLIF-150 4X2 SERIAL C 1FTPF1CF0DKF07042 FORD-F-150 4X2(White) SERIAL#: IFrPF1CT4CKD25N2 5DO05244 3 35,528 29,389 6,139 50004574 4 37,339 35,189 2,151 FORD-F-160 4X2 SERIAL# 1FTPF1CF9DKF06692 IFOR0.F-1 W 4X2 STYLESIDE SC SERIAL# 1 FTIFXIETMIKE23048 50005248 3 35,783 29.600 6.183 50904573 4 34,211 32,241 1,971 FORD-F-150 4X2 SERIAL M 1FTpr1Cr2DU07043 FORD-F-150 4X2 STYLESIDIE SC SERIAL# 1FrFX1CT1I3KE23()47 ALL wokm4fi6ii ON THIS REPORT SHOULD-Bii YkbLTlED M CONFIDENTIAL umem SPEci0ibjLLV iiAiib-OTHERWISE Page 94 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT - -- - -- _ Motor VehicleReeon Acct or Vehlcle Recon Acct f ASSET# AGEARS COST ACCUM DEPR BOOK VALUE ASSET# AGEIVRS COST ACCUM DEPR BOOKVALUE 50004575 4 37.339 35,189 2,151 50004725 4 39,979 37,676 2,303 FORD-F-1 50 4X2 STVLESIDE SC SERIAL 0: 1FTFX1ET9RKE23049 FORD-F-1W 4X4 SC SERIAL#: 1 FTFW1 ETOCKE09017 50004572 4 34,211 32,241 1,971 50002250 8 30,981 30,981 0 FORD-F-1 50 4X2 STYLESIOE SC SERIAL#: 1FTFX1CTXEKE23046 FORD-F-1504A SC SERIAL#: IFTVX14578KD80435 50000612 5 32,226 32.226 0 50008766 1 19,140 9,953 9,187 FORD-F-1504rA SERIAL 9: 1FTPF1ET4BKE23029 FORD-F-1504A SC SERIAL#'. 1FTEX1EM7CFA43416 50001327 11 21,701 21,701 0 50004507 4 38,344 36,136 2,209 FORD-F-1504X4 SERIAL#. 1FTVF14596NB73169 FORD-F1504X4 SC PU SERIAL 1FTFW1ET1CFD01668 50001308 11 21,702 21,702 0 50000252 7 35,112 35.112 0 FORD-F-1504X4 SERIAL#: 11FTVF14536NB73149 FORD-F-1504X4 SUPERCREW SERIAL#: 1FTFW1EV5AKB32602 50001325 11 17,407 17,407 0 5D000251 7 33,905 33,905 0 FORD-F-1 50 4X4 SERIAL IFTVF14556NB73167 FORD-F-I504x4 SUPERCREW SERIAL#: 1rTFW1EV7AFB09797 50,001321 11 21,701 21,701 0 50006446 2 40,119 28,565 11,554 FORD-F-1504X4 SERIAL : 1FTVF14506NB73163 FORD-F-150 EXTENDED CAB(Wh11B) SERIAL : iFTFX1EF8EKE71771 WO01319 11 21,701 21,701 0 50006782 5 25,579 25,579 0 FORD-F-1504X4 SERIAL 0: 1FTVF14526NE73160 FORD-F-150 EXTENDED CAB(WhBe) SERIAL 9: 1FTFX1CT4BKD80209 50001316 11 21,702 21,702 0 50000,422 5 25,600 25,600 0 FORD-F-1 50 4X4 SERIAL 4: IFTVF14526NB73157 FORD-F-150 FX44"SUPERCREW SERIAL#: 1FTFW1EV2AFB8097 50001310 11 21,702 21,702 0 50001680 9 20,570 20,570 0 FORD-F-1504X4 SERIAL#: 1FTVF14516NB73151 FORD-F150 HD SERIAL#: 1F 125X NA67284 50000610 5 32.226 32,226 0 50001622 9 19,909 19,909 0 FORD-F-1504A SERIAL 4: 1FTPFIETOBKE23027 FORD-F150 HD SERIAL#: 1FfVF12517NA672B5 5D002344 6 21,618 21,618 0 50001823 9 19,909 19,909 0 FORD-F-1504X4 SERIAL#: 1FTPF14809KB25374 FORD-F150 HO SERIAL#: 1FTVF12537NA67266 50000614 5 32,227 32,227 0 50001658 9 18,847 18,847 0 FORPF-1504X4 SERIAL#: 1 FTPF1 ET21EKE23031 FCRD-F150 HD SERIAL 9: 1F 125KNA67219 50002303 6 18,000 18,0D0 0 50006248 3 7,099 5,054 2,045 FORD�F.1504X4 SERIAL#: IFTVF14518KF27350 FORD-F-150 HD SERIAL IFTPFl CVXAKB24258 50000615 5 32,227 32,227 0 60005031 4 7,099 5,872 1,227 FORD-F-1504A SERIAL#: 11FTPF1ET41EIKE23032 FORD-F-150 HD SERIAL 9: iFTPF1CV9AKb24252 50001848 9 22,805 22,805 0 50005325 3 32,676 27,029 5,646 FORD-F-1504X4 SERIAL 4: 1FTRF14W27KD22650 FORD-F-150 HO SERIAL 9; IFTPFICFQDKF06990 5D0O0611 5 32,226 32,226 0 50006326 3 32,676 27,029 5,646 FORD-F-1504X4 SERIAL IFTPF1ET21EKE23028 FORD-F-150 HD SERIAL#: 1F PF1CF0DKF08991 50000613 5 32,226 32,226 0 50005327 3 32,676 27,029 5,646 FORD-F-1504A SERIAL#: 1 FTPFI ETOBKF23030 FORD-F-150 HD SERIAL#: 1FTPF1CF2DKF06992 50000483 5 28,906 28,906 0 50002307 6 15,000 15,000 0 FORD-F-1 50 4X4 SERIAL#', iF7NF1EF3BKD95645 FORI50 HD SERIAL 1FTVF12546KE32996 50002205 8 25.064 25,064 0 60002309 6 15,000 15,000 0 FORD-F-1504X4 SERIAL IFTVF146MKE27361 FORD-F-150 HD SERIALM IFTVF12588KE32998 50002300 6 18,000 18,000 C 50002374 8 20,041 20,041 0 FORDT-1504x4 SERIAL#: 1FTVF145XBKE27346 FORD-F-150 HD SERIAL 1FTVF12V39KR559O6 5W02206 8 25,065 25,D65 0 50002375 8 20,041 20,041 0 FORD-F-1 50 4X4 SERIAL#: IFTVF14558KE27349 FORD-F-150 HD SERIAL 1FTVF12V59KB55907 50002302 6 18,000 18,000 0 50002376 6 15,000 15,000 0 FORD-F-1 50 4X4 SERIAL#'. 1FTVF14538KE27348 FORD-F-150 HD SERIAL#: iFTVF12V99KB55893 5000N37 6 33.376 33,376 0 50002379 8 20,041 20,041 0 FORD-r-1504x4 MIOBOX SERIAL#: 1 FTVF 1451 RKE42933 FORD-F-150 HD SERIAL#: 1F1VF12V49KR55696 5NO0560 5 34,338 34,338 0 50002383 8 20,1141 20,041 0 FOR6F-1504x4 MIDBOX SERIAL 0: 1FTPF1ET5BKO95559 FORD-F-150 HD SERIALM 1FTVF12V29KB55900 50000561 5 34,338 34,338 0 50002384 B 20,041 20,041 0 FORD-F-1504X4 MIDBOX SERIAL#: 1FTPF1 ET7 BKD95B60 FORD-F-150 HD SERIAL 1FTVF12V49KB55901 50000559 5 39.513 39,513 0 50002387 6 25,320 25.320 0 FORD-r-1504x4 MIDBOX SERIAL#', 1FTPFlET30KD95656 FORD-F-150HO SERIAL#: iFTVF12VX9KBS5904 50004508 4 39,379 37,111 2.266 50002249 8 18,665 18,565 0 FORD-F1504X4 SC SERIAL#: 1 FTFWI ETOCKD70679 FORD-F-150 HD SERIAL#: 1FIVF12%8KE329S4 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 95 of 120 052 6115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle o-n- A-ct c- Motor Vehicle ReA=t ..........................__......--- ASSET# AGE1YRS COST ACCUMIDEPIR BOOK VALUE ASSET# ACEIYRS COST ACCUIVIDEPIR BOOK VALUE .....................----------------......... --- 50000456 6 26,255 26,255 0 50000569 5 26.741 26,741 0 FORD-F-1 50 HID SERIAJ-# IFTPF1CV6AKE78259 FORDF-150 HD SERIAL#' IFTPFICT7BKD95634 50000511 5 26,983 26,983 0 50000571 5 26,741 26,741 0 FORD-F450 HD SERIAL#. IFTPFICT48KD95591 FORD-F-150 HD SERIAL III: IFTPFICTCBKD95636 5D000453 6 26,680 26,680 0 50006324 3 32.676 27,029 5,646 FORD-F-160 HD SERIAL 4: 1FTPF1CV9AKE78255 FORD-F 150 HD SERIAL 0: IFTPFICF2DKF06989 50000455 6 26,255 26,255 0 50000378 6 27,207 27,207 0 FORD-F-160 HD SERIAL 4. 1rTPF1CV4AKE76258 FORD-F-IM HD SERIAJ-M 1FrPFICV3AKE27432 50000541 5 24,636 24,636 0 50002242 8 21,447 21,447 0 FORDF-150 HD SERIAL M IFTPFlCTWIK395597 FORD-F-150 HD SERIAL#: IFTVF125613KE32167 500003154 6 27,224 27,224 0 50002223 8 18,590 18,590 0 FORD-F-150 HID SERIAL M IFTPF1CV1AKE27428 FORD-FA50 HD SERIAL#: IFWFI2520I<E32155 50000542 5 24,636 24,636 0 50002218 8 18,589 18,589 0 FORD-F-1 50 HD SERIALP 1FTPFIMBM95590 FORD-F-150 HD SERIAL#: IFTVF12%8 7458 50000382 6 27,209 27,209 0 50002126 9 19,070 19,070 0 FORD-F-150 HO SER14 9: 1FTPFICVBAKE27426 FORD-F-150 HID SER14# IFTVF12557NA874M 50000380 6 27,208 27,208 0 50008146 2 10,000 5,200 4,800 FORDF-150 HD SERIAL 9: 1FTpr1CV4AIC27424 FORD-F-I 50 HID SERIAL#: IFrPF1CV2AKE27423 5GOOD457 6 26.255 26,255 0 50000572 5 25,826 25,826 0 FORD-F-150 HO SERIAL# 1FTPFICV E78260 FORD-F-1 50 HD SERIALM 1rTPF1CT7BI0795584 50000458 6 26,255 26,255 a 50000544 5 24,636 24,636 0 FORD-F450 HD SERIAL* 1FTPF1CV4AKE7826I FORD-F-150 HO SERIAL#: IFTPF1CT7BKO9560 5000(460 6 26,691 26,691 0 50000573 5 25,826 25,826 0 FORLI HD SERIAL# IFrPFICV8AKE78263 FORD-F-150 HO SERIAL# 1FTPF1CT9BKD955B5 50000461 5 27,068 27,068 0 50000579 5 25,826 25,826 c FORIXF-150 HD SERIAL* 1FTPFICV2AKE78257 FORDI HD SERIAL M 1FTPF1CT5BKD966I6 50000610 5 26,983 26,983 0 50000578 5 26,626 25,826 0 FORD-F-150 HD SERIAL M 1FTPF1CT6BKD95589 FORD-F-INHD SERIAL k 1F7PFICT3BM956I5 50002243 6 18,564 18,56.4 0 60000577 5 25,826 25,826 0 FORD-F-150 HD SERIAL 4: 1F70F125MICE32159 FORD-F-I 50 HD SERIAL# 1FTPFICTBBKD95612 50000383 6 27,233 27,233 0 50000576 5 25,026 25,826 0 FORD F-150 HD SERIAL M IFTPFICVXAKE27427 FORD-F-1 50 HD SERIAL#. 1FTPF10T9SM95604 5D000574 5 25,826 25,826 0 50000575 5 26,826 25,826 0 FORD-F-150 HD SER14#: 1FTPF1CT4BKD95560 FORD-F ISO HD SERIAL 1FTPF1CTXBKD95594 50001942 8 25,665 25,665 0 60002414 8 21,263 21,263 0 FORD-F4 50 HD SERIAL M 1FTVF12557NA672M FORD-F-I�HD SERIAL IFTVF12V39KC37036 50001962 9 22.710 22,710 0 50000543 5 24,636 24,636 0 FORD-F450 HD SERIAL# 1 FTVF12547MM7393 FORD-F-150 HE) SERIAL#: 1FTPFICT3BKD9%01 50002020 9 20,516 20,516 0 50001716 9 19,232 19,232 0 FORD-F-150 HD SERIAL# IFTVF126XBKD97414 FORG-F-150 HID SERIAL#. 1FTVF12567NM7234 50004667 4 8,300 7,822 478 50001522 10 16.780 18,780 0 FORD-F-160 HD SER14# 1FTVF12588KE32161 FORD-r-1 50 HD SERIAL M 1FTVF12536NB57097 50000547 5 24,637 24,637 0 50001523 10 18,780 18,780 0 FORD-F-150 HD SERIAL 4 1FTPFICT6BKD956II FORD-F-150 HID SERIAL If: 1rrvT12556NR57098 50002125 9 19,070 19,070 0 50001526 io 18,781 18,761 0 FORD,F750 HD SERIAL#: 1FTVF12537NA67403 FORI SER14 9: IFTM2516NIM7101 50000545 5 24,636 24,636 0 50001528 10 18,781 18,781 0 FORDT-150 HD SER14* IFTPFICTOBKD95605 FORD-F.1 60 HO SERIAL M IFT/1'12556N857103 5WO0377 6 27,253 27,253 0 50001529 10 18,781 18,781 0 FORD-F-150 No SERIAL# 1FTPFICVlME27431 FORD-F-150 HD SERIALM IF7VFI2576NB57104 50000567 5 25,740 26,740 0 50001530 10 18,781 18,781 0 FORD-F-160 HD SERIAL III: 1FTPF1CT3BI<D95B32 FORD-F-150 HD SERIAL#: IFTVF12596NB57105 5MG0568 5 26,740 26,740 0 50001590 7 16,000 16,000 0 FORD-F450 HD SERIAL 4: 1FTPFICT55KD95633 FORD-F-150 HD SERIAL# 1FTVF1257NA67293 500D6535 2 7,555 5,379 2,176 50001601 8 22,161 22,161 0 FORD-F-160 HO SERIAL#: IFTI'MMAKE124254 FORD-F-150 HD SERIAL# 1FTVF12527NA67294 ALL INFORMATION ON THIS REPORTSHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATEDOTHERWISE Page 96 of 120 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ,,,,.... Motor Vehicle Recon Acct Motor Vehicle Recan Acct ASSET# AGERRS COST ACCUM DEPR BOOK VALUE ASSET# AGFtYRS COST ACCUM DEPR BOOK VALUE 50001602 8 22,161 22,161 0 50005393 3 9,228 7,633 1,596 FORD-F-150 HD SERIAL#: 1FTVF12567NA67377 FORD-F-150 HD SERIAL#: 1FTPF1CV9AKE27435 50001634 9 21,012 21,012 0 60002449 6 21.562 21,562 0 FORD-F-150 HD SERIAL#: IFTVF12637NA67255 FORD-F-150 HD SERIAL#: 1FTVF12V79KC48S47 5WO1647 9 21,086 21,086 0 50001398 10 18,738 18,738 0 FORD-F-150 HD SERIAL#: 1 FTVF12617NA87268 FORDT-150 HD SERIAL#: 1FTVF12566NB57062 50002533 7 21,873 21,873 0 50000238 7 25.934 25,934 0 FORD-F-150 HD SERIAL#'. 1FTVF12VXQKO40910 FORD-F-150 HD SERIAL#: 1 FTPFICV7AKB24282 50002W 7 19,375 19,375 0 50000240 7 27,454 27,454 0 FORD-F-150 HD SERIAL#: 1FTVF12VX9KC48886 FORD-F-150 HD SERIAL#: 1FTPFICV0AK324284 50000540 5 24,836 24,636 0 50000244 7 25,937 25,937 0 FORDT-150 HD SERIAL#: IFTPFICTIHKD95595 FORD-F-150 HD SERIAL#: 1FTPFICVSAKB242B6 50002664 7 19,376 19,376 0 50002439 8 21,992 21,992 0 FORD-F-150 HD SERIAL#: 1FTVF12V19KC48075 FORD-F-150 HD SERIAL#: 1FTVF12V99KC48S48 50001872 9 22,902 22,902 0 50002424 8 21,317 21,317 0 FORD-F-150 HO SERIAL#' 11`TVF12577NA67386 FORD-F-150 HD SERIAL#: 1F vF12VX9KC48860 50000516 5 26,983 26,983 0 50001869 9 22,902 22,002 0 FORD-F-160 HD SERIAL#: 1FTPFICT2BKO95606 FORD-F-150 HD SERIAL#: 1FTVF12537NA673M 50000515 5 26,983 26,983 0 60002488 7 23,387 23,387 0 FORPF-150 HO SERIAL#: 1FTPF1CT513IK09W02 FORO-F-1WHO SERIAL#: 1FTVF12V49KC49888 50001749 9 20,687 20,687 0 50002529 7 21,873 21,873 0 FORD-F-150 HD SERIAL#: 1FTVr12577NA67369 FORD-F-15011D SERIAL#' 1FTVF12VWKO48906 50,001741 9 20,687 20,687 0 50002413 6 21,262 21,262 0 FORD-F-IW HD SERIAL#: 1FTVF12567NA67W3 FORD-F-IW HD SERIAL# 1rTVF12V19KC37035 50002547 7 19,375 19,375 0 50901515 10 18,780 18,780 0 FORD-F-150 HD SERIAL#: 1FTVF12VX9KC48891 FORD-F-150 HD SERIAL#: IFTVF12506NB57ON 50001073 9 22,902 22,902 0 50002531 7 21,873 21,873 0 FORD-F-150 HD SERIAL#: 1 FTVF12597NA67387 FORD-F-IM HD SERIAL#; 1FTVF12V19KO48908 50002548 7 19,375 19,375 0 50000366 6 27,209 27,209 0 FORD-F-150 HD SERIAL#: IFTW12V191<O48892 FORDT-150 HD SERIAL#'. IFTPFICVXAKE27430 50002553 7 19,376 19,376 0 50000385 6 27,209 27,209 0 FORD-F-150 HD SERIAL#: 1FTVF12VX9KC48874 FORD-F-150 HD SERIAL#: 1FTPF1CV3AKE27429 50005422 3 7,099 5,872 1,227 50002521 7 20,100 20,100 0 FORD-F-150 HO SERIAL#: 1FTPF1CV9AK924266 FORD-F-150 HD SERIAL#: 1FTVF12V0WC48866 5DO02562 7 19,376 19,376 0 50001512 10 18,780 18,780 0 FORD-F-150 HD SERIAL#: 1FTVF12V89KC48873 FORD-F-IW HD SERIAL IFTVF12506NB57087 50002550 7 19,375 19.375 0 50001617 10 18,780 18,780 0 FORD-F-150 HD SERIAL#: 1FTVF12V29KC48870 FORD-FA60 HD SERIAL#: IFTVF12546NB57092 50002549 7 19,375 19,375 0 50000519 5 26,984 26,984 0 FORD-F-IW HD SERIAL#: 1FTVF12V79KC48895 FORD-F-150 HD SERIAL#: IFTPFl CT85KD95609 50001516 10 18,780 18,780 0 5000O536 5 24,636 24,636 0 FORD-F-IW HD SERIAL#: IFTVF12526NB57091 FORD-F-150 HD SERIAL#: 1FTPFICTOHKIMS86 50000513 5 26,983 26,983 0 50000537 5 24,636 24,636 0 FORD-F-150 HD SERIAL#: iF7PF1CT9BKD95599 FORD-F-150 HD SERIAL#; 1FTPF1CT215KD95590 50002443 8 21,995 21,995 0 50000538 5 24,636 24.636 0 FORD-F-150 HD SERIAL#: IFTVF12V09KC48852 FORDT-150 HD SERIAL#, 1 FTPF1 CT6131(D95592 5WO1521 10 18,780 18,780 0 50001511 10 18.780 18,780 0 FORD-F-150 HD SERIAL#. 1FTVF12516Ne57096 FORD-F-IW HD SERIAL#! IFTVF12596141357086 50000539 5 24,636 24.636 0 50005399 3 7,556 6,250 1,306 FORD-F-150 HO SERIAL#: 1FTPF1CT6BKD95593 FORD-F-150 HD SERIAL#: 1FTPF1CV1AKB24259 50002520 7 20,100 20,100 0 50000518 5 26,983 26,983 0 FORD-F-150 HD SERIAL 9: 1FTVF12W9KC46884 FORD-F-150 HD SERIAL#: 1FTPFICTBBKD9560B 50002495 7 23,209 23,209 0 50008144 2 8.000 4,160 3,840 FORD-F-150 HD SERIAL#; 1FTVF12V09KC49897 FORD-F-150 HD(Eco8o 4Q SERIAL#: 1FTPF1CT2BKE22998 50002494 7 23,207 23,207 0 50000592 5 24,224 24,224 0 FORD-F-150 HD SERIAL#: 1FTVF12V59KC48894 FORD-F-150 HD(E008003t) SERIAL#: IFTPFl CT58KE22992 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 97 of 120 ___- ........ ..... --- _---- 052___- 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle-Recon Acut-------- ----- .... .. .... .. -Motor Vehicle-kiitc-o-n-Acct ASSET# AGENRIS COST ACCLIMIDEPIR BOOKVALUE ASSET# AGE(YRS COST ACCUMDEPR BOOKVALUE - --------- - --------- . ......................................... -------- 50000591 6 24,224 24,224 0 50004581 4 30.017 28,286 1,729 FORD-F-150 HID(EmS..t) SERIAL M IFTPFlCTIBKE22990 FORD F-1 50 HO 4M STYLESIDE SERIALM IFTPF1CT6CKE10402 50000683 5 24,648 24,648 0 50004502 4 30,017 28,288 1,729 FORO-F-150 HID(EmEost) SERIAL 4; fiFTPF1CT)(SKI)95613 FORD-F-IN HD 4X2 STYLESIOE SERIAL P: 1FTPFICTBCKEIN03 50000586 5 24,223 24,223 0 50004503 4 30,017 28.288 1,729 FORD-F-150 HO(E.B..t) SERIAL P IFTPFICT9BKD95618 FORD-F-1 50 HD 4X2 STYLESIDE SERIAL P IFTPFICTXCIQE10404 50000586 5 24,223 24,223 0 500045M 4 30,017 28,288 1,729 FORE-F-150 HD(E.Bo t) SERIAL ft: 1FTPF1CT7BKD95617 FORD-F-1 50 HD 4X2 STYLESIDE SERIAL III: 1FTPFlCTICKE10405 50000507 5 24,224 24,224 0 50004565 4 30,017 28,288 1,729 FORD-F-150 HO SERIAL 4: 1FTIPFICTOSK13951319 FORD-F-I 50 HD 4X2 STYLESIDE SERIAL M IFTPF1CT3CM10408 50000588 5 24,224 24,224 0 50004586 4 30,017 28,288 1,729 FORD F,150 HD(E.B.t) SERIAL# 1FTPF1CT713f<O9S620 FORD-7-1 50 No 4M STYLESIDE SERIAL# 1FTPF1CT8CI<E10384 50000589 5 24,224 24,224 0 50004587 4 30,017 20,288 1,729 FORD-F-160 HD(EmBoost) SERIAL# IFTPF1CT9HKO95621 FORD-F-150 HD 4X2 STYLESIDE SERIAL IFTPFICTXGKE10385 50000584 5 24,646 24,648 0 50004588 4 30,017 28,288 1,729 FORD-F-160 HID(E.Bmut) SERIAL#: 1FTPFICT1SI<D95614 FORD-F-150 HD 4X2 STYLESIDE SERIAL IFTPF1CT5CI<E10388 50006464 1 14,000 7,280 6,720 500OL4605 4 33,671 31,732 1,939 FORD-F-150 HD(EwBwM) SERIAL 4: 1FTPFICT4BKE22997 FORD-F-150 HD 4X2 STYLESIDE SERIAL IFTPF1CT2CKD53941 50008722 1 9,000 4,680 4,320 60004604 4 33,671 31,732 1,939 FORDF-1 50 HD(EwBwst) SERIAL 4: 1FTPFICT2BKE23002 FORD-F-160 HD 4X2 STYLESIDE SERIAL#; lr-PNCT9 M53936 50008720 1 14,ODO 7,280 6,720 50004576 4 30,017 28,288 1,729 FORD-F-150 HD(E.B..t) SERIAL*: IFTPHGT513 E22909 FORD-F-IrO HD 4X2 STYLESIDE SERIAL 4: 1FTPFICTXCIKEI0399 5DO04566 4 32,052 30,206 1,846 5000-4602 4 33,671 31,732 1,939 FORD-F-1 5D HD(EGOBOOST)4X2 SERIAL III: 1FTPF1CT4CKD53939 FORD-F-150 HD 4X2 STYLESIDE SERIAL# 1FTPFlCTlCKD53932 150004570 4 32,052 30,206 1,646 50004589 4 30,017 28,288 1,729 FORD-F-1 50 HIJ(ECOBOOST)Oft SERIAL N: IFTPPGTICKD53946 FORD-F-1 50 HD 4X2 STYLESIDE SERIAL 1F7PFIGT7CKEI03B9 50004569 4 32,052 30,206 1,846 50004601 4 33,671 31,732 1,939 FORD F-150 HD(ECOBOOST)4X2 SERIAL# 1 FTPF1 CT8CI<D53944 FORD-F-1 50 H D 4X2 STYLESI DE SERIAL 1FTPF1CTXCI<D53920 60004567 4 32,052 30,206 1,846 50004607 4 33,671 31,732 1,939 FORD-F-IN HID(ECOBOOST)4M SERIAL k IFTIPFICTOOKIMMO FORD-F-1 50 HD 4X2 STYLESIDE SERIAL 1FTPF1CTXCKD53945 50004560 4 32,052 30,2D6 1,846 50004603 4 33,671 31,732 1,939 FORDLF150 HD(ECOBOOST)4X2 SERIAL#: 1FTPFlCTBCKD53930 FORD-F-150 HD 4M STYLESIDE SERIAL M 1FTPF1CT4CM53925 5DO04565 4 32.052 30,206 1,846 50OD4595 4 30,017 28,288 1,729 FORD F 150 HD(ECOBOOST)4X2 SERIAL M 1FTPFICT2CK053938 FORD-F-1 50 HD 4X2 STYLESIDE SERIAL# IFTWICT4CKE10396 60004559 4 32,052 30,206 1,846 50004592 4 30,017 28,288 1,729 FORD-F-150 HD(ECOBOOST)4M SERIAL IFTPFlCTlCKD53929 FORD-F-1 50 HD 4X2 STYLESIDE SERIAL#: IFTPFICT9CKE10393 50004556 4 32,052 30,206 1,846 50OD4591 4 30,017 28.288 1,729 FORDT-150 HD(ECOSOOST)4X2 SERIAL IFTPFICT0CI<D53923 FORD-F-150 HD 4X2 STYLESIDE SERIAL 9: IF-rPF1GT7CI<E10392 50004568 4 32,052 30,206 1,846 50004590 4 30,017 28,2130 1,729 FORD-F-1 50 HD(ECOBOOST)4X2 SERIAL M 1FTPFICT4CM53942 FORD-F-IN HO 4X2 STYLESIDE SERIAL 9: 1FTPFIMCKE10391 5GOD4557 4 32,052 30,206 1,846 50008860 1 9,716 1,943 7,773 FORD-F 150 Hr)(ECOBOOST)4X2 SERIAL# 1FTPFICTGCKD53926 FORD-F-150 HD 4X2 STYLESIDE SERIAL 1FTPFICT2CI(E10395 50008483 1 16,500 8,580 7.920 60008941 1 9,418 1,884 7,534 FORD-F-160 HD(ECOBOOST)4X2 SERIAL#. 1F7PF1CT7CI<D53935 FORD-F-150 HD 4X2 STYLESIDE SERIAL 1IFTPEICTOCIKEI0394 50005357 3 34,092 28,201 5,891 50000444 6 33,002 33,002 0 FORD-F-150 HD 4X2(WhIt.) SERIAL# IFTPFlCT313102771 FORD-F-1 50 HO 4.4 SERIAL IFTPHEVOAKE713271 50005025 4 33,172 27,440 5,732 50000599 5 29,523 29,623 0 FORDF-1 50 HD 4X2 ECOBOOST STYLESIDE SERIAL# 1FTPFICT4CKE1(W6 FORUF-150 HO 4x4 SERIAL IFTMET513E3024 50004580 4 30.017 26,288 1,729 50000448 6 33,709 33,709 0 FORD-F-1 50 AD 4X2 STYLESIOE SERIAL# 1IFTPHU4CKEI0401 FORDF-1 50 HD 4.4 SERIAL# IFTPFIEVRAKE782137 500046D6 4 33,671 31,732 1,939 50000445 6 33,699 33,699 0 FORD-F-150 HD 4X2 STYLESIDE SERIAL# IFTPHUSICKD53943 rom-r.i 50 HID 4M SERIAL# 1FTPFIEV3AKE782e4 5NO4576 4 30,017 28,288 1,729 50000441 6 33,002 33,002 0 roRD-r-i 50 HO 4X2 STYLESIDE SERIAL#' 1FTPF1CT6CKE10307 FORD-F-1 50 HO 4x4 SERIALk IFTPFlEVDAKE78268 50004579 4 30,017 28,288 1,729 5000D600 5 29,523 29,523 0 FORDF-150 HO 4X2 STYLESIDE SERIAL A 1 FTPFI CT2CKE10400 roRc-F.150 HD 4x4 SERIAL#: 1F-rPF1ET7EKE23025 AILL44-ORAkTION DINT"REPORT SHOULD BE TREATED As cowi6twinAL mun iiiidgfd V ifAii&OTHERWISE .............. Page 98 of 120 052 511512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT I -. ...... Motor Vehicle Recon Acct - Motor Vehicle Recon Acct ASSET# AGE"S COST ACCUM DEER BOOK VALUE ASSET# AGEA'RS COST ACCUM DEPR BOOK VALUE 50002369 8 27,131 ` 27,131 0 50000358 6 28,342 28,342 0 FORD-F-150 HD 4X4 SERIAL 4: IF7VF14V09KB53074 FORD-F-150 SC SERIAL IFTEX1C87AKE26413 50002401 8 28,237 28,237 0 50004696 4 24,269 22,871 1,398 FORD-F-150 H04X4 SERIAL# 1FTVF14V79KB53072 FORD-F-I 50SUPER CREW SERIAL#. IFTPW12VIBKC50391 50000442 6 33,002 33,002 0 50002361 8 26,149 26,149 0 FORD-F-150 HD 4X4 SERIAL 4, 1FTPF1EV2AKE78269 FORD-F-150 SUPERCREW SERIAL#: 1FTPW12V59FA59740 5NO0443 6 33,002 33,002 0 50002366 8 28,730 28,730 0 FORD-F-150 HD 4X4 SERIAL IFTPFIEVSAKE7B270 FORD-F-I50 SUPERCREW SERIAL IFTRWI4859FA31833 50002370 8 27,131 27,131 0 50008ON 2 43,434 22,586 20,848 FORD-F-150 HD 4n1 SERIAL 1FTVF14V291<853075 FORDTFl 50 SUPERCREW SERIAL# 1FTFW1EF8EKG53053 50009035 0 8,162 1,632 6,530 50008095 2 43,094 22,404 2C,680 FORD-F-150 HD 4X4 SERIAL 1FTPF1EV7AKE78266 FORO-F-150 SUPERCREW SERIAL 1FTFW1EF2EKG11624 60004571 4 36,382 34,287 2,096 50007797 2 37,487 19,493 17,994 FORD-F-1W HD 4X4 ST ESIDE SERIAL#', 1 FTPF1 ET613KE23033 FORD-F-150 SUPERCREW SERIAL#: 1FTFWiCF2EKG36526 50000388 6 29,465 29.465 0 W008093 2 43,084 22,404 20,680 FORD-F-150 HD MIDSOX SERIAL 4: IFTPFl CVCME27467 FORD,F-150 SUPERCREW SERIAL IFFFW1 EF9EKG11622 50000387 6 29,315 29,315 0 50008092 2 43,084 22,404 20,680 FORD-F-150 HD MIDBOX SERIAL#: 1FTPF1CV13AKE27466 FORD-F-150 SUPERCREW SERIAL#: IFTFW1EF7EKG11621 SNO0390 6 29,316 29,316 0 50008097 2 43,434 22,586 20.848 FORD-F-150 HD MIDBOX SERIAL 4: 1FTPF1CV4AKE27469 FORD-F-150SUPERCREW SERIAL#: 1FTFWIEFXEKG53054 50000392 6 29,465 29,465 0 SOOOBD91 2 43,084 22,404 20,680 FORD-F-150 HD MIDBOX SERIAL IFTPFICV2AKE27471 FORD-F-150 SUPERCREW SERIAL& 1FTFW1EF5EKG11620 50000393 6 30,714 30,714 0 BOOOB090 2 43,084 22,404 20,680 FORD-F-150 HD MIDBOX SERIAL#: 1FFPF1CV4AKE27472 FORD-F-150 SUPERCREW SERIAL IFTFWIEFBEKW1619 50000394 6 29,316 29.316 0 50008094 2 43.084 22,404 20,680 FORD-F-150 HD MIDBOX SERIAL IFTPFICV6AKE27473 FCRD-F-150 SUPERCREW SERIAL 1FTFWlEFOEKG11623 50002392 8 23,921 23,921 0 50005901 3 39,251 27,947 11,304 FORD-F-150 HD MIDSOX SERIAL#: IFTVF12VBPKB91042 FORD0.F-150 SUPERCREW SERIAL 1FTFMCF5EKD47196 50000396 6 35,080 35,080 0 50D06010 3 36,338 26,873 10,465 FORD-F-150 HD MIDBOX SERIAL#: 1FTPF1EV3AKE27475 FORD-F-150SUPERCREW SERIAL IFTFW1CFXEKD47216 50002395 8 23,921 23,921 0 500060W 3 36,338 25,873 10,465 FORD-FAN HO MIDSOX SERIAL#. 1FTVF12V39KB91045 FORD-F-150 SUPERCREW SERIAL#: 1FTFWICF6EKD47215 50000395 6 34,468 34.468 0 50007761 2 43,491 22,616 20,876 FORD-F-150 HD MIDBOX SERIAL IFTPFIEVIAKE27474 FORD-F-150 SUPERCREW SERIALM IFTEWIEG9FFA10614 50000554 5 28,275 26,275 0 50005903 3 39,251 27,947 11,304 FORD-F-150 MIDBOX SERIAL#: IFTNFICTGBK095650 FORD-F-150 SUPERCREW SERIAL IFTFWICFGEKD471H 50000664 5 31,210 31,210 0 50005902 3 39,251 27,947 11,304 FORD-F-150 MIDBOX SERIAL#: 1FTNFICT9BKD95657 FORD.F.150SUPERCREW SERIAL 1FTFW1CF7EKD471S7 5WO0563 5 31,210 31,210 0 50000089 2 43,084 22,404 20,680 FORD-F-150 MIDBOX SERIAL#. 1FTNFICT78K095656 FORD-F-150 SUPERCREW SERIAL#: IFTFWIEF7EKG11618 50000650 5 28,682 28,582 0 50007828 2 40,651 21,138 19,512 FORD-F-150 MIDBOX SERIAL#: 1FTNF1CTXBK095652 FORD-F-150 SUPERCREW SERIAL#: 1FTFW1CF4EK011580 50000551 5 26,582 28,582 0 50007829 2 40,651 21,136 19.512 FORD-F-150 MIDBCX SERIAL#: 1FTNF1CT1BKD95653 FORD-F-150 SUPERCREW SERIAL 4. IFTFWICFBEK1311581 SM00552 5 28,582 28,582 0 50007832 2 43,969 22,864 21,105 FORD-F-150 MIDBOX SERIAL 4.. 1FTNF1CT3BK095654 FORD-F-150 SUPERCREW SERIAL#: 1FTFWlEFlEKG11615 SW00553 5 28,275 28,275 0 50007833 2 43,969 22.664 21,105 FORD-F-160 MIOBOX SERIAL#: IFTNFICTOBKD95651 FORD-F-I50 SUPERCREW SERIAL#: 1FTFW1EF3EKG11616 50000555 5 28,275 28,275 0 50007998 2 42,293 21,992 20,301 FORD-F-150 MIDSOX SERIAL#: IFTNFICTX8KD95649 FORD-F-150 SUPERCREW SERIAL#. 11T 1EFIIEKG38557 50000568 5 28,274 28,274 0 50007999 2 42,293 21,992 20,301 FORD-F-150 MIDBOX SERIAL IFTNF1CT4BK1)95646 FORD-r.150 SUPERCREW SERIALM 1FTFW1EF8EKG36558 50000557 5 28,275 28,275 0 500080DO 2 42.293 21,992 20,301 FORD-F-150 MIDBOX SERIAL#I 1FTNFlCT60KD95647 FORD-F-ISOSUPERCREW SERIAL#: 1FTFWIEFXEKG36559 50000562 5 31,210 31,210 0 50008001 2 42,293 21,992 20,301 FORD-F-150 MIDBOX SERIAL 1FTNFl CTSBKD95655 FORD-F-150 SUPERCREW SERIAL#: 1FTFW1EF6EKG36560 ....._. ,,w.m.. . . .. ._..._. ......__'_ .. _. ALL INFORMATION��ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 99 of 120 --- ---- 052--�- _--- --... ---- ---- ----5115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle Recon Aoet Motor Vehlele Region Acct ASSET# AGEfYRS COST ACCUM DEPR BOOKVALUE ASSET# AGEARS COST ACCUM DEPR BOOKVALUE 50008088 2 43,084 22,404 20,680 50009396 0 42,401 8,480 33,921 FORD-F-150 SUPERCREW SERIAL#. 1FTFWIEFSEKG11617 FORD-F-150SUPERCREW SERIAL#: 1FTEWiCF3GKF73371 50005103 4 17,000 14,062 2.938 50008736 1 16,535 8,598 7,937 FORDF-150 SUPERCREW SERIAL#: 1FTFWIGWAKE78273 FORD-F450 SUPERCREW SERIAL#: 1FTFWIEFODKD11661 50005904 3 39,251 27,947 11,304 50009443 0 41,806 8,361 33,445 FORD F-150 SUPERCREW SERIALM 1FTFWICFOEKD47189 FORD-F-I50 SUPERCREW SERIAL iFTEWICFIGKF73370 50009390 0 40,025 8,005 32,020 50009346 0 43,201 8,640 34,561 FOR0.F-150 SUPERCREW SERIAL#: 1FTMFIEFX01(1`73301 FORD-F-150 SUPERCREW SERIAL#: 1FTEWICF0GKF73389 50009389 0 45,000 9,000 36,000 50009352 0 43,201 8,640 34,561 FORD-F-150 SUPERCREW SERIAL 1FTEWIEFOOKF73423 FORD-F-150 SUPERCREW SERIAL#: IFTEW1CF3GKF73404 50009388 0 45,D00 9,000 36,000 50009376 0 43,001 8,600 34,401 FORD-F-150 SUPERCREW SERIAL#: 1FTEW1EF90KF78422 FORD-F-150 SUPERCREW SERIAL IFTEWICR0KF73387 5DO09307 0 45,D00 9,000 36,000 50009351 0 43,201 8,640 34,561 FORD-F-150 SUPERCREW SERIAL iFTEWIEF9GKF73419 FOR6F-150 SUPERCREW SERIAL#: IFTEWICF30KF73399 50009006 1 22,150 4,430 17,720 50009350 0 43,201 8,640 34,561 FORO-F-150 SUPERCREW SERIAL 1FTFWIEFXEKG36562 FORD-F-150 SUPERCREW SERIAL#: IFTEWiCF10KF73398 50008627 1 44,891 23,343 21,548 50009374 0 43.001 8,600 34,401 FORD-F-150 SUPERCREW SERIAL#: 1FTFW1EF9EKG53059 FORD-F-150 SUPERCREW SERIAL IFTEW1CHGKF73386 50009386 0 45,ODO 9,000 36,000 50009353 0 43,201 8,640 34,561 FORD-F-150 SUPERCREW SERIAL#: 1 FTEW1 EF30KF73416 FORD-F-150 SU PERCREW SERIAL iFTEW1CF7GKF73406 50008391 2 23,262 12,096 11,166 50009373 0 43,001 8,600 34,401 FORD-F-150 SUPERCREW SERIAL#: 1FTFWlEFOOKES0286 FORD-F450 SUPERCREW SERIAL#: 1FTEW1CF3GKF73365 50008708 1 113,136 9,431 8,705 50009356 0 43.201 8.640 34,561 FORD-F-150 SUPERCREW SERIAL#: iF7FW1EF5DKE58283 FORD-F-150 SUPERCREW SERIAL# iFTEW1CF2GKF73409 50008622 1 44,691 23,239 21,452 50009356 0 43,201 8,640 34,561 FORD-F-150 SUPERCREW SERIAL#: 1FTFW1EF1EKG53055 FORD-F-I50 SUPERCREW SERIAL 1FTEW1CF0GKF73411 50008623 1 44.691 23.239 21,452 50009372 0 43,001 8,600 34,401 FORD-F450 SUPERCREW SERIAL : 1FTFW1EF5EKG53057 FORD-F-150 SUPERCREW SERIAL#: IFTEWICFXGKF73363 50008624 1 44,691 23,239 21,452 50009349 0 43,201 8,640 34,661 FORD-F-150 SUPERCREW SERIAL#: 1FTFW1EF7EKG53061 FORO-F-150 SUPERCREW SERIAL iFTEW1CFXGKF73397 50008625 1 44,991 23,395 21,596 50009348 0 43,201 8,640 34,561 FORD-F-150 SUPERCREW SERIAL#: 1FTFWIEF3EKG53056 FORD-F-150 SUPERCREW SERIALM 1FTEWICFBGKF73395 50008626 1 44,891 23,343 21,54E 50009307 0 42.701 8,540 34,161 FORE-F-150 SUPERCREW SERIAL# I FTFWIEF7EKG53058 FORD-F-150 SUPERCREW SERIAL 1FTEWICF6GKF73378 50008628 1 44,891 23,343 21,548 50008706 1 18.136 9.431 8,705 FORD-F-150 SUPERCREW SERIAL#. IFTFWIEF5EKG53060 FORD-F-150 SUPERCREW SERIAL IFTFWIEF4DKD11663 50009442 0 41,806 8.361 33,445 50009W 0 43.201 8,640 34,561 FORD-F-150 SUPERCREW SERIAL#: IFTEWICFXGKF733% FORD-F-I50 SUPERCREW SERIAL#: 1FTEW1CF9GKF73388 50008629 1 44,891 23,343 21,548 50009343 0 45,000 9,000 36,000 FORD-F-150 SUPERCREW SERIAL#: 1FTFW1EF9EKG58062 FORD-F-150 SUPERCREW SERIAL 1FTEW1EF7GKF73421 50008392 2 23,262 12,096 11,166 50009342 0 45,000 9,000 36,000 FORD-F-M SUPERCREW SERIAL#: 1FTFW1EF5DKE72815 FORD-F-I5D SUPERCREW SERIAL#: IFTEWIEF5GKF73420 50009395 0 42,401 8,480 33,921 50009341 0 45,000 9,000 36,000 FORD-F-150 SUPERCREW SERIAL iFTEWICFIGKF73367 FORD-F-150 SUPERCREW SERIAL 1FTEW1EF7GKF73418 60008703 1 18,136 9,431 B,705 50009340 0 45,000 9,000 36,000 FORD-F-150 SUPERCREW SERIAL#: 1FTFW1EF8DIO111651 FORO-FA50 SUPERCREW SERIAL IFTEWIEF5GKF73417 60008704 1 18,136 9,431 8,705 50009339 0 45,000 9,000 36,000 FORD-F-150 SUPERCREW SERIAL : IFTFWI EFODKD11660 FORD-F-150 SUPERCREW SERIAL IFTEW1EFIG1,F73415 50008705 1 18,136 9,431 8.705 50009338 0 45.000 9.000 36,000 FORD-F-150 SUPERCREW SERIAL#: 1FTFW1 EF60KDI 1655 FORD-F-150 SUPERCREW SERIAL 2FMPKG94GBC59728 50008707 1 18,136 9,431 8,705 50009371 0 43,001 8,600 34,401 FORD-F-150SUPERCREW SERIAL#: IFTFWIEFBDFA20852 FORD-F-150 SUPERCREW SERIAL IFTEWICFBGKF73382 50009326 a 42.356 8,471 33,885 50009327 0 42,356 8,471 33,885 FORD-F-150SUPERCREW SERIAL 0: 1 FTEWI CF4GKF73380 FORD-F-150 SUPERCREW SERIAL 1FTEWI0F6GKF73381 50008709 1 18.136 9,431 8,705 50009347 0 43,201 8,640 34,561 FORD-F450 SUPERCREW SERIAL 1FTFWlEF90KD11657 FORD-F-150 SUPERCREW SERIAL IFTEWlCF70KH33N ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE _ .... ................. ,..,...., ., . .. .. ...... . ._ . ...... , . Page 100 of 120 ........... ....... 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT MINIMUM t A R Motor Vehicle econ ccoor Vehicle econ cct .. ..... ......- ---- [:� Mt Vhil R A - --------- ------------------- ASSET# AGFJYRS COST ACCUMDEPIR BOOKVALUE ASSET# AGE/YRS COST ACCUMIDEPIR BOOKVALLE 50006261 2 38.989 27,760 11,229 50007795 2 42.418 22,057 20,361 FORD-F-150 SUPERCREW(White) SERIAL#: IFTFWIGF4EKE66606 FORD-F-150 SUPERCREW(White) SERIAL 11T WIMEIKG36650 50006442 2 39,115 27,850 11,265 50007794 2 42.418 22,057 20,361 FORD-F-150 SUPERCREW(WhIte) SERIAL#. IFTFWlCF5EKG25116 FORD-F-1 50 SUPERCREW(White) SERIAL 1IFTFW1EF7EKG36549 50006443 2 39.115 27,850 11,265 50007793 2 42.418 22,057 20,361 FORPF-150 SUPERCREW(White) SERIAL M 1FTFWICF7EKG26117 FORD-F-150 SUPERCREW(White) SERIAL# 1FTFW11EIF5E!KG36548 50006444 2 39.115 27,850 11,265 50007792 2 42,416 22,057 20,361 FORD-F-1 50 SUPERCREW(White) SERIAL# 1 FTFV1CF9EKG251 16 FORD-F-1 50 SUPERCREW(WhIte) SERIAL 1FTFW1EF3EKG36547 50006180 3 42.326 30,137 12,190 50007916 1 42,061 21,871 20,189 FOROLF-150 SUPERCREW(White) SERIAL k 1FTFW1EF8E1060663 FORO-F-150 SUPERCREW(Whits) SERIAL 1F 11EF5FHE61523 50006441 2 39,115 27,850 11,265 50007917 1 42,061 21,871 20,189 FORO-F-150 SUPERCREW(Whit.) SERIA-4: IFTFWlMEIKG25115 FORIXF-150 SUPERCREW(Whit.) SERIAL IFTEW1EF7FKD91524 50007920 1 42,038 21,860 20,178 50007918 1 42,038 21,860 20,178 FORD-F-150 SUPERCREW(White) SERIALM 1FTEWIEF2FM91527 FOR6F-150 SUPERCREW(Whit.) SERIAL# 1FTEW11EFI)FKI)91526 50005356 3 30,885 32,166 6,719 50008701 1 42,086 21,886 20,201 SUPERCREW(White) SERIAL 9 1FTFW1 Er4DK016314 rcRD-r-isa SUPERCREW(White) SERIAL#. 1FrEWIEF3FKE66560 50005392 3 40,436 33,448 6,987 50008702 1 42,086 21,8155 20,201 FORD-F-150 SUPERCREW(White) SERIAL# IFTFW1EF9DFA17216 FORD-F-150 SUPERCREW(White) SERIAL 4: IFTEWIEIF5FI(E(i5l 50006073 3 43,924 31,274 12,650 50008M 1 44,932 8,966 35,866 FORD-F-150 SUPERCREW(Whit.) SERIAL M 1FTFW1EF6EFA14095 FORD-F-1 50 SUPERMEN(White) SERIAL M IFIFEMEIF713KE07316 50008002 2 42,293 21.992 20,301 50009397 0 45,051 9,010 36,041 FORD-F-160 SUPERCREW(While) SERIAL 4 1FTFV1EFBEK(336561 FORD-F-150 SUPERCREW(WHITE) SERIAL#: IFFEWlEMKIS8043 50007370 2 40,770 21,201 19,570 50008700 1 42,086 21,8115 20,201 rORD F-1 50 SUPERMEN(White) SERIAL# IFTFWiEF7EKG36566 FORD-F-1 50 SUPERGREW(WhIte) SERIAL M 1FTEWlEFOFKE78020 5000774.4 2 43,170 22,448 20,722 50000699 1 43,702 22.725 20,977 FORD-F-150 SUPERCREW(White) SERIAL It: 1FrFW1EF9EKG36567 FORD-FAW SUPFRCREW(White) SERII 1FfEWIEF2FKE70019 60007746 2 43,170 22,448 20,722 50009393 0 41.617 8,323 33,294 FOR6F-150 SUPERCREW(White) SERIAL# 1FTFWIEFOEKG36568 FORD-F-150 SUPERCREW(WHITE) SERIAL It. IFTEWICF4GII 50007921 1 42,038 21,860 20,178 50009394 0 45,756 9,151 36,605 FORD-F-150 SUPERCREW(While) SERIAL#: 1FTEW1EF4FKD91520 FORD-F-150 SUPERCREW(WHITE) SERIAL M IFTEWIEFXGKF59NI 50008005 2 42.293 21,992 20,301 50008744 1 43,749 22,750 21,000 FORD-F-160 SUPERGREW(White) SERIAL 9 1FTFW1EF3EKG36564 FORD-F 150 SUPERCREW(White) SERIAL$k 1FTEWIEF3GFA18118 50007753 2 43,170 22,448 20,722 500015828 1 46,232 9,246 36,986 FORD-F-1 50 SUPERCREW(White) SERIAL# 1FTFV1EF9EKG36570 FORD-F-1 50 SUPERCREW(White) SERIAL* 1FTEWlEF60KE07320 50007754 2 43,170 22,446 20,722 50008829 1 46,232 9,246 36,986 FORD-F-150 SUPERCREW(White) SERIAL* 1FTFWlEFOEKG36571 FORD,F-150 SUPERCREW(White) SERIAL 4 1 FTEW1 EMM7322 50007755 2 43,170 22,448 20,722 50008830 1 46,232 9,246 36,986 FORD-F-150 SUPERCREW(White) SERIAL M 1FTFW1EF2EKG36572 FORD-F-150 SUPERCREW(Whn.) SERIAL M 1 FIFEW1 EFOGKE07323 50007919 1 42,038 21,860 20,178 50008831 1 45,907 9,181 36,726 FORD-F-150 SUPERCREW(White) SERIAL#: 1FTEWlEFOFKDO1526 FORD-F-150 SUPERCREW(White) SERIAL M 1FrEW1EF9GKE07319 50007791 2 42.418 22,057 20,361 5000B934 1 22.597 4,519 18,078 FORD-F-150 SUPERCREW(White) SERIAL 9 IFTFWlEFIEKG36546 FORD-F-160 SUPERCREW(White) SERIAL#: IFTFW1EF5EKG36565 50007796 2 42,418 22,057 20,361 50008311 1 39.998 20,799 19,199 FORD-F-150 SUPERMEN(White) SERIAL# IFTIFWIMEKM6551 FORD-F-160 SUPERMEN(White) SERIAL#; IFTFWlCFIEKG36634 50007912 1 42,038 21,860 20,178 50009376 0 41,067 6,213 32,654 FORD-r.1 so SUPERCREW(Whit.) SERIAL* IFTEW1EF3FKD91519 FORD-F-150 SUPERCREW(WHITE) SERIAL# 1F 11CIFI)Gff=75 500D6181 3 42,328 30,137 12,190 5000W32 1 44,832 8,9156 35,866 FORD-F-1 50 SUPERMEN(WhIte) SERIAL# 1FTFWIEFXEM59614 FORD-F-IN SILIPERGREW(White) SERIAL# 1 FTFW1 EF5GIKE07317 50007746 2 43.170 22,448 20,722 50009336 0 42,262 8,452 33,810 FORD-F-150 SUPERCREW(Whit.) SERIAL 0: 1FrFW1Er2EKG36569 FORD-F-150 SUPERCREW(WHITE) SERIAL M 1FrEWICF2GKF68038 50007914 1 42,061 21,871 20,189 50009336 0 42,262 8.452 33,810 FORD-F-150 SUPERCREW(White) SERIAL k IFTEWIEFlFKD91521 FORDF-160 SUPERCREW(WHITE) SERIAL# IFFEWICFUGKF50034 50007915 1 42,038 21,860 20,178 50009334 0 45.011 9,D02 36,000 FOR6F-150 SUPERCREW(White) SERIAL# IFTEWIEF3FKD91522 FORD-F-150 SUPERCREW(WHITE) SERIAL 9: IIFMMEIF5(3KF58041 50007913 1 42,035 21,860 20,178 50008225 2 43,667 22,707 20,960 FORD-F-150 SUPERCREW(While) SERIAL M IFTEWlEFXFK091520 FORD-F-150 SUPERCREW(White) SERIAL M IF IETOEKE41361 ALL INFORMATION ON THIS REPORT 146 Bii�TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 101 of 120 052 5/15=17 EQUIPMENT AVAILABLE FOiR LEASE Consolidated EQUIPMENT DETAIL REPORT MotorVehicle R-econ Accit Motor Vehicle Recon Acct .. .... ...... .....ASSET# AGE1YRS COST ACCUMDEPR BOOKVALLIE ASSET# AGEfYRS COST ACCUMDEPIR BOOKVALLIE ....... ......................... ..... ............ . ................- 50008223 2 40,856 21,245 19,611 50008614 1 40,621 21,123 19,498 FORO-F-150 SLIFERGREW(White) SERIAL 9: 1FTFWIEFSEKG36575 FORDF-150 SUPERCREW(Yet.) SERIAL 9: IF7FW1CF3EKG53044 50008312 1 39,998 20,799 19,199 50008615 1 40,621 21,123 19,498 FORI SLIFERCRIFN(Whit.) SERIAL P. 1FTFW1CF3Ei FOI 50 SUPERCREW(Yet.) SERIAL#; IrTFWICFSEKG53045 50008745 1 43,749 22,750 21,000 50008616 1 40,621 21,123 19,498 FORI SUPERCREW(Whlte) SERIAL M 1FTEW1EF5GFA13119 FORI I M SUPERCREW(Yellow) SERIAL 9: lF7FW1CF7EKi 50008743 1 41,739 21,704 20,035 50008617 1 40,621 21,123 19,498 FORD-F-150 SUPERCREW(White) SERIAL#: IFTEWlEFlGFAI8120 FORD,F-150 SUPERCREW(Yellow) SERIAL M IFTFWICF9EKG53047 50008224 2 37,676 19,692 16,085 50008610 1 40,621 21,123 19,498 FORDT-150 SUPERCREW(WhIte) SERIAL# IFTFW11CF21EIK(336543 FORI SUPERCREW(Yellow) SERIAL IF7FW1CF0EKG53i 50009332 0 42.932 8,586 34,345 50006619 1 40,621 21,123 19,496 FORD-F-150 SUPERCREW(WHITE) SERIAL#: IFTMIEF4GFB60636 roi 150 SUPERCREW(Yet.) SERIAL IFTFW1CF2Ei 5008313 1 39,998 20,799 19,199 50008621 1 40,621 21,123 19,498 FORD-F-1 50 SUPERCREW Mi SERIAL 4: IFTMICF5EKG36536 FOli SUPERCREW(Yellow) SERII lFrFWICF2EKGSW52 50009288 0 45.556 9,111 31 50006630 1 41,074 21,358 19,715 FORD-F-1 50 SUPERCREW(WHITE) SERI&4: 1FTEWIEF70ii FORD-F-150 SUPERCREW(Yellow) SERIAL# IFTFW1 CF2EKGI 1612 50008383 1 42.832 22,273 20,559 5000B631 1 41,074 21,368 19,715 FORID-F-150 SUPERCREW(Whit.) SERIAL M 1FTFW1EF4EKG31 FORD-FAA SUPERCREW(Yellow) SERIAL#: 1FTFW1CF4EKi 60008364 1 39.509 20,586 19,003 50008632 1 41,494 21,577 19,917 FORD-F-1 50 SUPERCREW(While) SERIAL M 1FTFW1CF6EKG36545 FORD-F-160 SUPERCREW(Yell") SERIAL M 1FTFWlCF6EKG11614 50001 1 39,509 21 19,003 50008586 1 40,621 21,123 19,498 FORDT-150 SUPERCREW(Whit.) SERIAL 9: IFTFIN1CF41EK336541 FORD-F-150 SUPERCREW(Yell.) SERIAL#: lFTFW1OF6EKG53000 50008362 1 39,589 20,586 19,003 50008620 1 40,621 21,123 19,498 FORO-F-150 SUPERCREW(White) SERIAL M 1FTFWlCF4EKG36527 FORDLF-150 SUPERCREW(Yellow) SERIAL#: 1FTFVVlCFOEKGM051 50008102 2 40,240 20,925 19,315 50008574 1 40,726 21,178 19,549 FORD,F-160 SUPERCREW(Yellow) SERIAL 1FTFWIGF7EKG116% FORD-F-150 SUPERCREW(Yellow) SERIAL* 1FrFWICF1EKG53026 50008104 2 40,240 20,926 19,315 50008588 1 40,621 21,123 19,498 FORI SUPERCREW(Yellow) SERIAL 1FTFWIGFTEKG11606 FORT 50 SUPERCREW(Yellow) SEI IFTFW1CF9EKr53002 50008100 2 40,240 20,925 19,315 50008584 1 40.726 21,178 19,549 FORDLF-150 SUPERCREW(Yellow) SERIAL# 1FTFW1CF3EKG11604 FORD-F-150 SUPERCREW(Yellow) SERIAL# 1FTFWICF9EKG53050 50008099 2 40,240 20,925 19,315 50008582 1 40,726 21,178 19,549 FORDi SUPERCREW(Yellow) SERIAL W. IFTFWlCFIEKG11603 FORi 50 SUPERCREW(Yellow) SERIAL# 1 FTFWICF4EKG53036 5DO08098 2 40,240 20,925 19,316 50008580 1 40,726 21.178 19.549 FORD-F-150 SUPERCREW(Yell.) SERIAL 4: 1 FTMICFXEKGI 1602 FORD-F-150 SUPERCREW(Yell") SERIAL# IFTIFINIUDEK353034 smosim 2 40,240 20,925 19,315 50008579 1 40,726 21,178 19,549 FORD-F-150 SUPERCREW(Yellow) SERIAL#: 1FTFWlCF5EKG11605 FORDi SUPERCREW(Yellow) SERIAL M IFTFWICF7EKG53032 50008105 2 40.240 20,925 19,315 50006576 1 40,726 21,178 19,649 FORD-F-150 SUPERCREW(Yet.) SERIAL 4: IFTF11,11CF21EK011609 FORD-F-150 SUPERCREW(Yellow) SERIAL 4: IFTFWICF5EKG63031 50008106 2 40,240 20,925 19,315 50008577 1 40,726 21,178 19,549 FORD-F-150 SUPERCREW(Yellow) SERIAL#: lFTFW1CF9EKGI1610 FORI 150 SILIFERGIREW(Yellow) SERIAL M 1FTFWlCF3EKG53030 50008107 2 40,240 20,925 19,315 5000B593 1 40,726 21,178 19,549 FORI SUPERCREW(Yellow) SERIAL#: 1FTFWlCFOEKG11611 FCRI SUPERCREW i SERIAL III. 1FTFW1CF6Ei 50008103 2 40,240 20,925 19,315 50008575 1 40,726 21,178 19,549 FORD-F-150 SUPERGREW(Yellow) SERIAL M 1 FrFWICF9EKG11607 FORI SUPERCREW(Yellow) SERIAL 9: 1F7FW1OF5EKG53028 50008613 1 40,621 21,123 19,498 60008587 1 40,621 21,123 19,498 FORD-F-150 SUPERCREW(Yellow) SERIAL# IFTMICNEK353043 FORD-F-150 SUPERCREW(Yellow) SERIAL 9: 1FTFY1CF7EKG5300I 50008609 1 40,621 21,123 19,498 50008573 1 40,726 21,178 19,549 FORO-F-150 SUPERCREW(Yellow) SERIAL#: 1FTFW1CF)(EKG53039 FORD F-150 SUPERCREW(Yellow) SERIAL#: 1FTFW1CFXEK053025 50008610 1 40,621 21,123 19,498 50008572 1 40,726 21,178 19,549 FORD.F.150 SUPERMEN(Yellow) SERIAL M 1FTFWlCFOEKGMWO FORD-F-150 SUPERCREW(Yellow) SERIAL X lFrFWICF4EKG53019 50DO8611 1 40,621 21,123 19,496 50008571 1 40,726 21,178 19,549 FORD-F4 50 SUPERCREW(Yellow) SERIALN: 1FTFWICF8EKG53041 FORO-F-I 50 SUPERCREW(Yell") SERIAL#: IFTFW1OF7EKG53015 50008612 1 40,621 21,123 19,498 50008570 1 40,726 21,178 19,549 FORD-F-150 SUPERCREW(Yellow) SERIAL 9: IFTTWIGFXIEKI FOFi SUPERCREW(Yell") SERIAL M 1F-rFWlCrIEKG53012 50008608 1 40.621 21,123 19,49E 50008569 1 40,726 21,178 19,549 FORI SUPERCREW(Yet.) SERIAL 9: IFTFW1CF8Ei FORD-F-150 SUPERCREW(Yell.) SERIAL# 1FTFVVlCFXEKG53011 ALL INFORMATION ON THIS REPORT iH0UILJD'I3E TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE ....... Page 102 of 120 052 5115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT 'Motor Vehicle Recon Acct Motor Vehicle Recon Acci- ............. 7 ASSE7# AGE/YRS COST ACCUMDEPR. BOOKVALUE ASSET# AGE1YRS COST ACCUMDEPIR BOOKVALUE ............ ------ ......................... 50008660 1 40.726 21,178 19,549 50006769 6 28,060 28,060 0 IFOR0.F-150 SUPERCREW(Yellow) SERIAL 1FTFW1CF6EKG53006 FORD-F1WX-T SERIAL* IFTrX1EF4BFA76404 50008462 1 41,646 21,656 19,990 50001669 9 27,515 27,515 0 FORDT-150 SUPERCREW(yellow) SERIAL 1FTFW1CF2EKG52998 FORDI SERIAL* IFTNF2OY98ES30881 5N08576 1 40,726 21,176 19,549 50007168 4 31.862 26,356 5,506 FORD-F-1 50 SUPERCREW(Yellow) SERIAL#: IFTFWICF7EKG53029 FORD-F250 SERIAL I FTSF2B84CEC73664 5WO8596 1 40,621 21,123 19,498 50002334 6 21,724 21,724 0 FORD-F-1 50 SUPERCREW(Yellow) SERIAL#: 1FTFW1CF3FKG53013 FORD-F250 SERIAL 1F-NF20588EA65494 500086D6 1 40,621 21,123 19,498 50007331 3 34.690 24,699 9,991 FORD-F-150 SUPERCREW(Yellow) SERIAL#: 1FTM1GF3EKG53027 FORD-F250 SERIAL 1 FT 21365EEM6933 50008605 1 40,621 21,123 19,496 50OD6906 4 32,022 30,177 1.6" IFOR0.FAW SUPERCREW(Yellow) SERIAL#: 11= F lGFSEKG53024 FORD-F2% SERIAL 1F-WW3I3ED10835 500086154 1 40,621 21,123 19,490 50OD6908 4 31,292 29,489 1,802 FORD-F-150 SUPERCREW(Yell") SERIAL 1FTIW1CFBEKG53023 FORD-F250 SERIAL# 1F 136513E!310836 5DO08603 1 40,621 21,123 19,498 50007169 4 31.862 26,356 5,506 FORD-F-1 SO SUPERCREW(Yellow) SERIAL 1IFT1W1CF41FIKG53022 FORD-1`250 SERIAL#. I FTBF21366CEC73665 60008601 1 40,621 21,123 19,498 SOOD7326 3 30,966 22,062 8,924 FORDF-150 SUPERCREW(Yellow) SERIAL N: IFTFWICFOEKG53020 FORE1,1`280 SERIAL#: 11"IDF21369EE1346931 50008600 1 40,621 21,123 19,498 50002319 6 23,000 23,000 0 FORD-F-1 50 SUPERCREW(Yellow) SERIAL# IFTFWIGF21EIKG53018 FORD-F-250 SERIAL 0: llT F20518EE09277 5DO08599 1 40,621 21.123 19,4913 50005712 3 44.832 37,085 7,747 FORDI SUPERCREW(Yellow) SERIAL#! IFTFWlCFOEKG53017 FORD-F-250 SERIAL#: IFI-BFM63012837917 50008685 1 40,621 21,123 19,498 50005713 3 44,832 37,085 7,747 FORD-F-150 SUPERCREW(Yellow) SERIAL#: 1F-FW1CF4EKG52999 FORD-F-250 SERIAL#: 1Fr3F2A66DE664946 5WO8597 1 40,621 21,123 19,498 50005714 3 44.832 37,085 7,747 FORD-F-150 SUPERCREW(yellow) SERIAL M IFTI WICF5EIKG53014 FORD-F-250 SERIAL#. 1FTEIF2 BDEI364949 50008607 1 40,621 21,123 19.498 50005208 3 36,614 30,287 6,327 IFOIR0.F-150 SUPERCREW(Yell.) SERIAL#: 1FIFFYVICIFIDEK1353033 FOPUF-250 SERIAL W 1 FTIBF2 3GEC68784 50008696 1 40,621 21,123 19,498 50002314 6 21,000 21,000 0 FORD-F-150 SUPERCREW(Yellow) SERIAL#: 1FTFW1CF8EKG53010 FORD-F-250 SERIAL M 1FTNF20528EED9269 50008594 1 40,621 21,123 19,498 50002315 6 21,000 21,000 0 FORD,F-150 SUPERCREW(Yellow) SERIAL 9 1FTFWlCFIEKG53009 FORD-F-250 SERIAL M IFTNF20598EE09270 50008593 1 40,621 21,123 19,498 50007109 4 7,880 7,426 464 FORO-F-150 SUPERCREW(Yellow) SERIAL#; 1FTFW1CFXEKC,5300@ FORD-F-2W SERIAL#-. IFTSW21599EA24W7 50008592 1 40.621 21,123 19,498 50002349 6 17,1530 17,000 0 FORD-F-150 SUPERCREW(yellow) SERIAL N IFTFWICFlEK(353007 FORD-F-250 SERIAL# 1FTNF205X9EA32846 50008591 1 40,621 21,123 19,498 50002310 6 21,0110 21,000 0 FORD-F-1 SO SUPERCREW(Yellow) SERIAL 4: 1FTrW1CF4EKG53005 FORD-F-250 SERIAL#: IFTNF2066SEED9274 50008590 1 40,621 21,123 19,498 50006804 5 33,899 31,947 1,953 FORD-F-150 SUPERCREW(Yellow) SERIAL* 1FTFW1CF2EKG53004 FORD-F-250 SERIAL#: 1FTTW2B66CEA92426 50008589 1 40,621 21,123 19,498 50006800 5 30,109 30,109 0 FORD-F-160 SUPERCREW(Yellow) SERIAL 4: IFrFWICFOEKG53003 FORD-F-2W SERIAL# 1FT7X2A69CEA23602 6WOO598 1 40,621 21,123 19,498 50005207 3 36,614 3C,287 6,327 FORD-F450 SUPERCREW(Yellow) SERIAL# 1F'rFW1CF9EKG53016 FOREF.250 SERIAL#. 1=2A6ICEIC58783 50008581 1 40,726 21,178 19,549 50002W 6 14,D00 14,000 0 FORD-F-150 SUPERCREW(Yellow) SERIAL III: 1FTFW1CF2EKE53036 FOR F-250 SERIAL#: 1FTNF20618ED36522 500020114 9 28,626 26,526 0 50002347 6 19,224 19,224 0 FORDI SUPERCREW 4X4 SERIAL N IIFTPW7456710] 29 FORD-F-250 SERIAL# IFFINF20539EA23333 50000261 7 32,164 32,164 0 50007108 4 7,881 7,427 464 FORD.F.160 SUPERCREW 4.4 SERIAL#; I`TFW1 E67AFA98729 FORO.F.250 SERIAL M I F-rSW21579W4096 50001756 9 30,668 30.668 0 50007106 4 8,276 7,799 477 FORD-F-ISO SUPERCREW 4X4 SERIAL# 1FTPW14560FA413M FORD-F-250 SERIAL 0: IFTSW215X9FA07373 50001853 9 28,750 28,750 0 50002317 6 23,500 23,500 0 FORD-F-1 50 SUPERCREW 4X4 SERIAL 4: 1FTPW14V88KC21239 FORD-F-250 SERIAL A: IFTNF20528EE09272 50002563 7 28,080 28,080 0 50006806 5 29,398 27,705 1,693 FORDT-150 SUPERCREW YLT SERIAL 4: 11 f1 WiMAIFA60679 FORD-F-250 SERIAL P 1FFBF2666GEA92419 TREATEDCONFIDENTIAL AUL INFORMATION ON THIS 5-RTSH[O-G-Lii"61ET Uiiiii SPECIFICALLY STATED OTHERWISE Page 103 of 120 052 511512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT - _ I' Motor Vehicle Recon._Aed i L - Motor Vehicle Reeon Acd ASSET# AGE/YRS COST ACCUM DEPR BOOK VALUE ASSET# AGEfYRS COST ACCUM DEPR BOOK VALUE .... .... .... . _- _.......... .... . .... ... _... ......... .. 60001477 10 28,895 28,895 0 50005400 3 8,232 6,810 1,422 FORD-F-250 SERIAL#: 1FTNF20YNED17827 FORD-F-250 SERIAL#, 1 FTNF2AY3AEA98966 50001478 10 28,894 28,894 0 50005206 3 37,116 30,703 6,414 FORD-F-250 SERIAL#: IFTNF20Y26ED17828 FORD-F-250 SERIAL#. 1FTeF2A80DE837910 50001479 10 28,894 28,894 0 60005388 3 37,702 31,187 6.515 FORD-F-250 SERIAL 4. IFTNF20Y46ED17829 FORD-F-250 SERIAL#: 1FTSF2AWDE637916 5NO1481 10 28,893 28,893 0 60005387 3 37,702 31,187 6,515 FORD-F-250 SERIAL 4: 1FTNF20Y26ED47831 FORD-F-250 SERIAL#: IFTBF2A6NDEe37915 50006807 5 29,417 27,723 1,694 50005386 3 37,702 31,187 6,515 FORD-F-250 SERIAL#. IFTBF2B64CEA92421 FORO-F-250 SERIAL#: 1FTBF2ABBDEB37914 50005922 3 6,041 5,725 2.316 50005384 3 37,702 31,187 6,515 FORD-F-250 SERIAL#: IFTNF2050SEE10243 FORD-F-250 SERIAL 4: 1MF2A64DES37912 5DO05920 3 8,325 5,927 2,398 50005383 3 37.702 31,187 6,515 F0RD-F-250 SERIAL : 1FTNF20529EB05MS FORdF-2W SERIALC 1rT3F2A620EW791I 50006826 4 5,462 6,148 315 50002466 8 23,794 23,794 0 FORD-F-250 SERIAL M 1FTNF21519EA14290 FORD-F-250 SERIAL#: 1FTNF20549EB05751 50002237 5 10,000 10,000 0 50002462 8 23,793 23,793 0 FORD-F-250 SERIAL : 1FTNF20Y48EB05466 FORD-F-250 SERIAL 4: IFTNF20529EB05747 50005285 3 8,232 6,810 1,422 50005104 4 8,870 7,337 1,533 FORD-F-250 SERIAL#: 1FTNF2AY5AEA99970 FORD-F-250 SERIAL#: IFTNF20YBBES05468 5D005286 3 9,214 7,622 1,592 50006205 3 37,116 30,703 6,414 FORD-F-250 SERIAL : IFTNF205XSEB05821 FORD-F-250 SERIAL 1FTBF2A34DEB37909 50001622 9 27,862 27,662 0 50ON810 5 28,154 26,532 1,622 FORD-F-250 SERIAL#: I FTNF20578EB05631 FORD-F-250 SERIAL#: IFT7X2A62CEA34229 50005314 3 37,585 31,090 6,495 50002436 8 23,746 23.746 0 FORD-F-250 SERIAL#'. IFTBF2A65DEB54942 FORD-F-250 SERIAL#: 1FTNF20569ES06318 50007125 4 32,009 27,140 5,669 50002434 81 28,120 28,120 0 FORD-F-250 SERIAL#: 1FT7X2A64CEC73670 FORO-F-jW SERIAL 1FTNF20529EB06316 50006317 3 37,505 31,090 6,495 50002432 8 20,120 28,120 0 FORD-F-250 SERIAL4: 1FTBFMWDEB64945 FORD-F-250 SERIAL#: IFTNF20599EB06314 50005331 3 9,000 7,445 1,555 5000534E 3 9,000 7,445 1,555 FORD-F-250 SERIAL M IFTNF20Y38EB05457 FORD-F-250 SERIAL#' I FTNF20YXBE1305472 50005210 3 36,614 30,287 6,327 50006786 5 29,817 29,817 0 FORPF-250 SERIAL#: 1FTBF2A67CEC58786 FORD-F-250 SERIAL#', 1FTMMUCEA50952 50005209 3 36,614 30,287 6,327 50005332 3 9,000 7,445 1.555 FORD-F-250 SERIAL : 1FTBF2A65GEG58795 FORD-F-250 SERIAL#: 1FTNF20Y68E805470 50005718 3 44,832 37,085 7,747 50006787 5 38,876 38,876 0 FORD-F-250 SERIAL#: 1 FTBF2A6XDE864953 FORD-F-250 SERIAL#: 1FD7W2B610EA50953 50007127 4 32,809 27.140 5,669 50005204 3 37.116 30,703 6,414 FORD-F-250 SERIAL#'. 1FT7X2A68CEC73672 FORD-F-250 SERIAL#: IFTBF2A62DEB37908 50007126 4 32,809 27,140 5,669 50006203 3 37,116 30,703 6,414 FORD-F-250 SERIAL 4. 1FT7X2A66CEC73671 FORD-F-250 SERIAL#: 1FTSF2AVDEB37907 50005717 3 44.832 37,085 7,747 50005202 3 37.116 30,703 6,414 FORD-F-250 SERIAL#: 1FTBF2A68DEB64952 FORD-F-250 SERIAL M 1FTBFZA69DEB370DS 50005716 3 44,832 37,085 7,747 50005201 3 37,116 30,703 6,414 FORD-F-250 SERIAL#: 1FTBF2A66OE364951 FORD-F-250 SERIAL#: 1FTBF2A67DES37906 50005715 3 44,832 37,M 7,747 50002458 8 23,792 23,792 0 FORD-F-250 SERIAL#: 1FT8F2A64DE864950 FORDT-250 SERIAL#: 1FTNF20559E805743 60005692 3 8.041 6,652 1,389 50001677 S 7,500 7,500 0 FORD-F-250 SERIAL#: 1FTNF20549ES06317 FORD-F-250 SERIAL IFTNFMY48EB05W 50005313 3 37,585 31,090 6,495 50005694 3 9,214 7,622 1,592 FORD-F-250 SERIAL#: 1FT9F2A63DESS4941 FORD-F-250 SERIAL#. IFTNF20Y69EB05826 50005349 3 9,OD0 7,445 1,555 50005200 3 37,116 30,703 6,414 FORD-F-250 SERIAL#: 1FTNF20Y76ES05459 FORD-F-250 SERIAL#: 1FTBF2A65DEB37904 50007105 4 8,281 7,804 477 50001825 5 7,500 7,500 0 FORD-F-250 SERIAL#', 1FTSW21519EA07374 FORD-F-250 SERIAL#: IFTNF20Y98E805B42 ALL INFORMATION ON TNIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 104 of 120 - ---- 052 --- -5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ..�__. .... _..-_.... Motor Vehicle Recon Acct ...._. .... Motor Vehicle Recon ASSET# AGEffRs COST ACCUM DEPR BOOKVALUE ASSET# AGEiYRS COST ACCUM DEPR BOOKVALUE 50001826 9 28,469 28.459 0 50006027 3 38,203 27,200 11,002 FORD-F-250 SERIAL# IFTNF20YOBEB05643 FORD-F-250 SERIAL#'. 1FTBF2A69EE813900 50006925 4 5,886 5,547 339 60006026 3 38.203 27,200 11,002 FORD-F-250 SERIAL 1FTNF21649EA32041 FORD-F-250 SERIAL#: 1FTBF2A62EEB13979 50002355 8 46,218 46,218 0 50006025 3 38,203 27,200 11,002 FORD-F-250 SERIAL 1 FTNF2053BEE09278 FORD-r-250 SERIAL#: 1FTBFWCEE813976 50006897 4 3,437 3,239 198 600066W 2 9,214 6,560 2,654 FORD-F-250 SERIAL III: 1FTNF21568ED934S0 FORD-F-260 SERIAL#: 1FTNF20Y49EB05625 50001870 5 7,500 7,500 0 50006D30 3 38,203 27.200 11,002 FORD-F-250 SERIAL 1FTNF20YSBEB05MO FORD-F-250 SERIAL#: 11T11F2A64EEB13903 50002356 8 26.342 26,342 0 60006023 3 38,203 27,200 11,D02 FORD-F-250 SERIAL#: 1FTNF2053SEE09261 FORD-F-250 SERIAL#: 1FTBF2A67EEB13976 50002357 8 33,939 33,939 0 50OD6031 3 38,203 27,200 11,002 FORD-F-250 SERIAL#'. 1FT1=20518EE09280 FORDT-250 SERIAL#: 1FTHFZA66EEB13984 50005407 3 9,214 7,622 1,592 50006021 3 38,203 27,200 11,002 rORD-F-250 SERIAL 117141=20589EB05820 FORD-F-250 SERIAL IFTBFZA63EEB13974 50001876 9 32.142 32,142 0 50006020 3 38,203 27,200 11,002 FORD-F-260 SERIAL#: 1FTNF20YX8EB30887 FORD-F-250 SERIAL 4: 1FTBFZA61EEB13973 50002565 7 23.339 23,339 0 50006019 3 38,203 27,200 14,002 FORD-F-250 SERIAL 4: 1rW20589EB26733 FORD-F-250 SERIAL#: 1FT3F2A0XEES13972 5WO1878 9 32,143 32,143 0 50004818 4 35,548 33,500 2,048 FORD-F-250 SERIAL : 1FTNF20Y18EB30888 FORD-F-250 SERIAL IFTBFM63BEC82601 50001879 9 32,127 32,127 0 50004819 4 35,548 33,500 2,048 FORD-F-250 SERIALM 1FTNF20Y38E830S89 FORO,F-250 SERIAL#: 1FT9F2A65SEC82602 50001881 6 12,DDO 12,000 0 50006018 3 38,203 27,200 11.002 FORD-F-250 SERIAL IFTNF20Y88E1305647 FORD-F-250 SERIAL iFTBF2 BEEB13971 5DO01920 6 11,000 11,000 0 50006752 6 44,856 44,856 0 FORD-F-250 SERIAL#: 1FTNF20Y88Ee30886 FORD-F-250 SERIAL 1FTSX21359AES39606 50006772 6 29,610 29,610 0 5DO07254 2 29,342 20,891 8,450 FORD-F-250 SERIALM 1 FT7X2A698EC62119 FORDT-250 SERIAL#: 11T 28T513EG59637 50001476 10 28,895 28,895 0 50007253 2 29,342 20,891 8,450 FORD-F-250 SERIAL#: 1FTNF20Y96ED17826 FORD-F-250 SERIAL 9: 1FUMBT713EC65398 50002358 8 46,218 46,218 0 50006024 3 36,203 27,200 11,002 FOR0.F-250 SERIAL : IFTNF2066BEE09292 FORD-F-250 SERIAL 1FTBF2A69EEB13977 5OM1480 10 28.893 28,893 0 50006057 3 36,257 27,239 11,018 FORD-F-250 SERIAL 1FTNF20YO6ED17830 FORD-F-250 SERIAL#: 1FT13F2A6)EEI313812 50005420 3 8,325 6,686 1,439 50006158 3 56.854 40,480 16,374 FORD-F-250 SERIAL 4: 1FTNF205X9EB05849 FOR F-250 SERIAL#: 1FTSF2A60EEB14144 50002359 8 33,939 33,939 0 50006246 3 8,325 5,927 2,398 FORD-F-250 SERIAL#: IFTNF2067BEED9283 FORD-F-250 SERIAL# 1FTNF20569EB05847 5DO02360 8 36,237 36,237 0 50007259 2 29,342 20.891 0,450 FORD-F-250 SERIAL#: IFTNF20YXBEB30890 FORD-F-250 SERIAL#: IFT7X2BT28EC65389 60001075 6 14,000 14,D00 0 50000477 6 30,082 30,082 0 FORD-F-250 SERIAL#: 1FTNF20Y28EB05644 FORD-F-250 SERIAL#. 1FTBF2A676EC20120 50006022 3 38,203 27.200 11,002 50000523 5 29,679 29,679 0 FORD-F-250 SERIAL#: IFTBF2A65EEB13975 FORDTF250 SERIAL 1FTNF20509EB05875 50007212 3 33,549 23,887 9,662 50000527 5 26,%S 26,555 0 FORO-F-250 SERIAL#: IFTBF2B6XCEC73667 FORD-F-250 SERIAL IFTBF2A68BEC62593 50001482 10 28,893 28,893 0 50000532 5 26,555 26,555 0 FORD-F-250 SERIAL#: 1FTNF20Y46ED17832 FORD-F-250 SERIALM 1FT91=2ABXBEC82594 50006026 3 38,203 27,200 11,002 50OD6062 3 41,775 29,744 12,031 FORD-F-250 SERIAL 1FTBF2A60EEB13981 FORDQF-250 SERIAL#: 1FT7MA61EE1313817 50001474 10 28,895 28,895 0 SWOBD61 3 41.776 29,744 12,031 FORD-F-250 SERIAL#. 1FTNF20Y56ED17824 FORD-F-250 SERIAL 1FT7W2A6XEES1361B 50007257 2 29,342 20,891 8,450 50006029 3 38,203 27,200 11.002 FORD-F-250 SERIAL#: 1F77X2BT2BE000386 FORD-F-250 SERIAL#: 1F7FBF2A82EEB13992 >� ,... -._......_ __ ......._.... _, ......... ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 105 of 120 ___- 052 ---- ---- 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicclie Recon Acct r Vehicle Recon Acct -- " --------- ASSET# AGE(YRS COST ACCUMIDEPIR BOOKVALLIE ASSET# AGEfYRS COST ACCUMDEPIR BOOKVALUE ............... ----------------------- ...................... 50006058 3 38.257 27,239 11,018 50901472 10 28,895 28,895 0 FOR0.r-250 SERIAL 4: 1FTBFM61EEB13813 FORD-F-250 SERIAL if: 1F'rNr20Y36rDI7623 50007258 2 29.342 20,891 8,450 50005926 3 19,500 13,884 5,616 FORD-F-260 SERIAL 9: IFT7X2BT4BED00367 FORD-F-260 SERIAL 9: 1FTNF20599EB05657 5GOD6056 3 38,257 27,239 11.016 50009105 0 14,638 2,928 11,710 FORDT-250 SERIAL#: IFTBFZABAEES13811 FORD-F-250 SERIAL III: IFTBUA86EEIE14147 50006041 3 38,203 27,200 11,002 50OD9128 0 14,638 2,928 11,710 FOR06F.250 SERIAL# 1FTBF2A89EEB13994 FORD-F-250 SERIAL#: IFISF2 11EE!214153 5DOD6040 3 38,203 27,200 11,002 5000B673 1 40,505 21,063 19,443 FORO-F-250 SERIAL 4; 1FT13F2A67EEH13993 FORD-F-250 SERIAL IFTSF2 2FEC66699 50006039 3 38,203 27,200 11,002 50009069 a 41,965 8,393 33,572 FORD-F-250 SERIAL# 1FTBF2 EEB13992 FORD-F-250 SERIAL 1FTBF2 GIEGMNI 50006038 3 38,203 27,200 11,002 50007800 2 44,341 23,057 21,284 FORD-F-250 SERIAL 4 1FTBFZA63EE013991 FORD-F-250(WhIte) SERIAL 1M 860CEC73678 50006037 3 38,203 27,200 11,002 50007801 2 44,341 23,057 21,284 FORD-F-250 SERIAL III: 1IFTBI' A 1EE1313990 FORD-F-250(WhIte) SERIAL 1M 1162CFC73679 50OD6035 3 38,203 27,200 11,002 60007798 2 44,341 23,057 21,284 FORD-F-260 SERIAL# IFTBF2A63EE813988 FOR6F-250(White) SERIAL 4: IFT7X 1367GEC73676 50006033 3 38,203 27,200 " 11.002 50006567 4 3,694 3,481 213 FORD-F-250 SERIAL# 1FTI3F2A6XEEB13986 FORD-F-250(While) SERIAL# 50006032 3 38,203 27,200 11,002 50007799 2 44,341 23,057 21,284 FCRD-F-250 SERIAL 4: 1 FTBIF2MBEEH13985 FORD-F-250(White) SERIAL III; IFT7X2BI 5WO6059 3 38,257 27,239 11,018 5000B452 1 41,182 21,415 19,787 FORD.F.250 SERIAL 4 1FTBF2A63EE!313814 FORD-F-250(Whit.) SERIAL#: 1F-r3F2B6XFES78935 50007151 4 35.387 29,272 6,115 50008447 1 41,487 21,573 19,914 FORIXF 250 SERIAL#: 1FD13F2A69DEA35520 FORD-F-250(Whit.) SERIAL#; 1FT3F2A63GEA27695 50OD7159 4 38,902 32.246 6,736 50008446 1 42,219 21,954 20,265 FORD-F-250 SERIAL ff 1M BVBELI FCRD-F-250(While) SERIAL* IFTEIM67FIED52511 50000765 9 15,478 15,478 0 500011445 1 42,219 21,954 20,265 FORD-F-250 SERIAL# 3FTNF20L03MB17976 FORD-F-250(White) SERIAL It 1FTBF2A65FEO52590 50001442 10 26,247 25,247 0 5000a444 1 42,219 21,954 210,265 FORD-F-250 SERIAL 4. 1FTNI`20Y66ED17783 FORD-F-250(Whit.) SERIAL#: 1FTBF2A69FED52589 50001225 11 27,089 27,089 0 50008443 1 41,591 21.627 19,964 FORD-F-250 SERIAL# 1FTNF20MEC43942 FORo-F-250(White) SERIAL 1FTBF2A61GEA03170 50001263 11 23.801 23,801 0 50008453 1 41.194 21,421 19,773 FORD F 250 SERIAL III: IFTNF20YX5EC43647 FORD-F-250(While) SERIAL 1FrBF286IFES78936 50007211 3 33,549 23,887 9,662 50008265 1 41,256 21,453 19,803 FORD-F-260 SERIAL#: 1FTBF2B68CEC73666 FORD-F-250(Yellow) SERIAL#: IFTBF2 13FEC66697 50007161 4 34,255 28,335 5,919 50008672 1 40,750 21,190 19,560 FORD-F-250 SERIAL# imW21365GEC87451 FORD-F-250(YeHow) SERIAL* IFFBF2A60FE066698 50000203 7 9,045 9.045 0 50008671 1 40,505 21,063 19,443 FORD-F-250 SERIAL#: 1FTNF20577EA2M62 FORD F 250(Yellow) SERIAL# IFTBF2A66FEC66695 5DO01409 10 21,239 21,239 0 50008670 1 37,844 19,679 18,165 FORD-F-250 SERIAL 1FrNF20517FA75895 FORD-F-250(Yellow) SERIAL#: 1F-r3F2A63FEO66B94 60007150 4 35,387 29,272 6,115 50006266 1 41,256 21,453 19,803 FORD-F-250 SERIAL 1FDBF2A62DEA35519 FORD-F-260(Yellow) SERIAL#: IFMF2 67FEC66701 50000597 5 31,009 31,009 0 50005267 1 41,256 21,453 19,803 FORD-F-250 SERIAL#: 11FT] 63BE012635 FORD-F-250(Yellow) SERIAL III: IMFMUFEC66705 50000321 6 27,769 27,769 0 50008268 1 41,256 21,453 19,803 FORDLF-250 SERIAL# 1FTBF2A631BEA52301 FORD-F-250(Yellow) SERIAL 9: 11FTHF2 VEC86709 50OD6017 3 38,203 27,200 11,002 50008270 1 41,256 21,453 19,803 FORD-F-250 SERIAL k 1FTBF2A66EED13970 FORD-F-250(Yellow) SERIAL#: IFTBF2.A61FEC86693 5MO1365 6 7,0D0 7,000 0 50008342 1 40,228 20,918 19,309 FORD-F-250 SERAL# 1FTNF20Y86EDM70 FORD F 2W(Y61.) SERIAL#: I FTI3F2A62FECff67(N4 50007489 2 41,743 21,707 20,037 50OD8341 1 40,226 20,918 19,309 FORDT-250 SER IAL# IFT7MA86CIEC58800 FORD-F.260(Yellow) SERIAL#: IFTBFZA65FEC6670 ALL ih'06ituAnm ON TI I&P0RT6H6jjb'6Jt TREATED AS UkEiiii SPECIFICALLY STATED iOTHERWISE . .. ...... .. .. Page 106 of 120 052 511512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle Recon Acct _ Motor Vehicle Recon Acct ASSET# AGE7YRS COST ACCUMDEPR BOOKVALUE ASSET# AGEJYRS COST ACCUMDEPR BOOKVALUE ............ „_-____......................................"" ---""-................................................._.. - ......_ .........._............____-----.................,,....,.,._,.------_------ _,..,.,.... 60008340 1 40,226 20,918 19,309 50006263 2 39,104 27,842 11,262 FORD-F-250(Yellow) SERIAL#: 1FTBF2A67FEC66696 FORD-F-2504X2(Whlte) SERIAL#: 1FTBF2A61FEA65361 50004022 4 32,501 30,629 1,872 50004546 4 41,296 38,917 2,379 FORD-F2504X2 SERIAL 1FTBF2A60BEC82605 FORD-F-2504X2 STYLESIDE SERIAL 1FISFMOMEC82611 60000499 5 39,570 39,570 0 50004544 4 41,296 38,917 2,379 FORD-F-2504x2 SERIAL#: IFTNF20619EB05870 FCRD-F-2504X2 STYLESIDE SERIAL 1FT9F2A68BEC826D9 50000500 5 33,138 33,138 0 50004543 4 41,296 38,917 2,379 FORD F-2504X SERIAL#: IFTNF20539ES05871 FORD-F-2504X2 STYLESIDE SERIAL#, 1FTSF2AMEC82808 SWO0501 5 34,896 34,898 0 50004879 4 34,924 34,924 0 FORRF-2504Y2 SERIAL 1FTNF20659EB05872 FORD-F-2504X2 STVLESIDE SERIAL#: 1FTBF2A62BEC82606 50005117 4 19,500 16,130 3,370 50004547 4 41,296 30,917 2,379 FORD-F-2504x2 SERIAL 1FTNF20529EB05859 FORD-F-2504X2 STYLESIDE SERIAL#: 1FTBF2A68SEC82612 50000503 5 34,898 34,898 0 50005282 3 40,874 40,429 8,445 FORD-F-2504X SERIAL#: 1FTNF20599ES05074 FORE-F-2504X8 UTILITY SERIAL#: 1FT13F2MXCEC5S782 60OD4527 4 50,749 47,826 2,923 50002296 6 23,000 23,000 0 FORD-F-2504X2 SERIAL#: 1FTBF2A65BEC82597 FORD-F-2504x4 SERIAL#. 1FTNF2157SEE10223 50006212 3 8,070 5,752 2,326 50002293 6 23,000 23,000 0 FORO-F-2504X2 SERIAL#: iFTNF20Y19EB05832 FORD-F-25044 SERIAL IFTNF2155SEE10219 50005157 3 19,5D0 16,130 3,370 50002295 6 23,000 23.000 0 FORDF-2504X SERIAL : IFTNF20509ES05858 FORD-F-2504x4 SERIAL 9: iFrNF21558EE10222 SM06238 3 49.092 34,954 14,139 50002297 6 23,000 23,000 0 FORD-F-2504X2 SERIAL#: 1FTBF2A(16EEB14004 FORD-F-26044 SERIAL 1FTNF2169SEE10224 50000497 5 37,809 37,809 0 50002298 6 23,000 23,000 0 FORD-F-2504o SERIAL 1FTNF20539ES05868 FORC-F-2504x4 SERIAL#: 1FTNF21508EE10M 50005158 3 19,500 16,130 3,370 50002299 6 23,000 23,000 0 FORD-F-2504# SERIAL 0' IFTNF2050DEB05861 FORD-F-2504x4 SERIAL#. IFTNF21528EE10226 50000496 5 37,893 37,893 0 50002294 6 23,000 23,000 0 FORD-F-2504x2 SERIAL 1FTNF20519EB05867 FORD-F-2504x4 SERIAL#: 1FTNF215i6EE10220 SWO0495 5 37,893 37,893 0 50002087 8 30,000 30,000 0 FORD-F-2504x SERIAL#: 1FT F205XI)EB05866 FORD-F-2604x4 SERIAL#: 1FrSF21Y98ED97861 50006241 3 45,589 32,459 13,130 50002055 9 26,034 26,034 0 FORD-F-2504X2 SERIAL 1FTBF2A62EE614002 FORD-F-25044 SERIALM 1FfNF215X8ED90131 50005667 3 19,500 16,130 3,370 50000598 5 32,829 32,829 0 FORD-F-26041Y SERIAL : 1FTNF20599EBOM60 FORD-F-2504x4 SERIAL#: 1FT13F21368CEA61639 5DO06239 3 45,589 32,459 13.130 60005334 3 13,500 11,167 2,333 FORD-F-2504X2 SERIAL IFTBF2A69EEB14000 FORD-F-2504x4 SERIAL 1FTSF21Y68ED97865 50OD6240 3 45,589 32,459 13,130 50005986 3 10,500 7.476 3,024 FORD-F-2504X2 SERIAL 4: 1FfBF2A60EEB14001 FORD-F-2504x4 SERIAL#: 1FTSF21Y48ED87864 50006237 3 49.092 34,954 14,139 50001382 10 33,077 33,077 0 FORD-F-2504X2 SERIAL#: 1FT8F2A64EEB14003 FORO•F-2504x4 CC SERIAL#: 1FFSW21507EA90275 50000490 5 37,810 37,810 0 50001462 9 26,743 26,743 0 FORD-F-2504x2 SERIAL 4: 1FTNF20559EB05869 FORD-F-2504x4 CC SERIAL* 1FTSW21548EC90562 50008772 1 7,602 3,953 3,649 50001149 11 33,234 33.234 0 FORD-F-2504Y2 SERIAL#: 117TNF20529ES05862 FORD-F-2504x4 CC SERIAL 11'rSW21546EA27498 50008771 1 7,602 3,953 3,649 60001800 9 47,648 47,648 0 FOR0.F-2504x2 SERIAL#: 1FTNF20549EB05863 FORo-F-2504x4 CC SERIAL IFTSW21Y76EA96571 50008770 1 7.602 3,953 3,649 50001381 10 33,102 33,102 0 FORD-F-25002 SERIAL#: 1FTNF20569EB05864 FORD-F-2504x4 CC SERIAL#: IFTSW21527EAD0276 5MOB769 1 7,602 3,953 3,649 50000522 5 29,189 29,189 0 FORO-F-2504x2 SERIAL IFTNF2055SEB05855 FORD-F250 CC SERIAL 1MMA82BEA982B3 50008768 1 10,237 5,323 4,914 50000520 5 29,199 29,199 0 FORD-F-25044 SERIAL 9: 1FTNF20579E605856 FORD-F250 CC SERIAL#: 1FTTW2A69BEA98261 5MD6264 2 39,2D4 27,913 11,291 5000D474 6 34,274 34,274 0 FORD-F-2504X2(Whlte) SERIAL#: 1FTBF2A63FEA65362 FORD-F-250CC SERIAL# 1FT7W2A69BEC29939 50006265 2 39,204 27,913 11,291 50008165 2 25,207 13,108 12,099 FORD-F-2604X2(Wh4e) SERIAL#: 1FTSF2 FEA65363 FORD-F-250 CREW CAB SERIAL 1FTMMODCEA46882 ALL INFORMATION-- THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UN CIF LESS SPEICALLY STATED OTHERW ISE Page 107 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle Racon Aoct ....................... ASSET 4 AGEffR8 COST ACCUM DEPR BOOK VALUE ASSET# AGE/YRS COST ACCUMDEPR BOOK VALUE . .. ................ ..... ........................... - - ....... .. .................................. 50008166 2 25,207 13,108 12,099 50008753 1 17.873 9,294 8,579 rORD-F-2W CREW CAB SERIAL# IFTMMUCEA486T7 FORD-F-250 CREW CM SERIAL M 1FT7W2062CE084393 50004600 4 35,907 33,838 2,068 50008987 1 45.631 9,126 36.604 FORD-F-250 GREW CAB SERIAL# 1FT7W2A&XBEA96270 FORD-r-250 CREW CAD SERIALk 1 FT7W2A83OE935W1 50004599 4 36,238 34,151 2,087 50009093 0 45,D98 9,020 36,079 FORo-r-250 CREW CAB SERIAL#: 1FT7W2A63BEA96269 FORD-F-250 CREW CAB SERIAL#: 1 FT7W2A62GEC34004 50004598 4 36.906 33,838 2,068 50009081 0 45,098 9,020 36.079 FORD-F-250 CREW CAR SERIAL* IFT W2A6IBEA95268 FORD-F-250 CREW CAB SERIAL#: I FT7W2Aj86GrC339B6 50004551 4 42,480 40,033 2,447 50008985 1 46,926 9,185 36,740 FORD+-250 CREW CAB SERIAL 4: 1FT7W2A6XBEA98267 FORD-F-2W CREW CAS SERIAL# I FTM2A69GEI335499 50005070 4 37,714 31.197 6,517 50008988 1 45,631 9,126 36,504 FORD-r 2sc CREW CAB SERIAL M IFT7W2AMCE058799 FORD-F.250 CREW CAB SERIAL# I FT7W2A85GO335502 50OD4672 4 21,000 19,790 1,210 50008989 1 45.926 9,185 36,740 FORO-F-25()CREW GAS SERIAL#: 1FTSX21Y08EE60553 FORD-F 250 CREW CAB SERIAL 0 1 F W2A67GEB36503 50004550 4 42,414 39,971 2,443 50009M 0 45,338 9,068 36,271 FORD-F-260 CREW CAB SERIAL#. 1FT7W2A68BEA96266 FORD-F-250 CREW CAB SERIAL# 1 F 2ANGEC34006 50004549 4 42,480 40,033 2,447 50009005 1 21,260 4,252 17,008 FORD-F-250 CREW CAB SERIAL# lFT7W2A68l3EA96265 FORO-F-250 CREW CAB SERIAL# 1FT7W2B600EA94013 50004548 4 42,414 39,971 2,443 50OD8713 1 18,811 9,782 9,029 FORD-F-250 CREW CAB SERIAL N IFTTVVZA64BEA96264 FORD-F-250 CREW CAB SERIAL* 1FTM21365DEA94010 50007171 4 34,055 28,170 5,8155 50009097 0 45,098 9,020 36.079 FORD-F-2W CREW CAB SERIAL 4 1FT7W2B63CEC00677 FORD-F-260 CREW CAB SERIAL* 1F 2A6UKGEC34008 50001407 a 13,500 13,500 0 50009142 0 14.638 2,928 11,710 FORD-F-250 Crew Cal, SERIAL 4 lFTSW20!5()7EA59286 FORD-F-250 CREW CAE SERIAL# 1FTM2A61EEI314160 50008982 1 45,926 9,185 36,740 50009094 0 45,098 9,020 36,079 FORD-F-250 CREW GAB SERIAL* 1FT7W2A63GEB35496 FORD-F 250 CREW CAB SERIAL* 1FTTW2A64GEG34W5 5009092 0 45,098 9,020 36,079 50009098 0 45,0913 9,020 36,079 FORD-F-250 CREW CAB SERIAL#: 1FT7W2A60GEC34003 FORD-F-250 CREW CAB SERIAL* 11T 2MIGEC34009 50009080 0 46,098 9,020 36,079 50008712 1 18,811 9,782 9,029 FORD-F 250 CREW GAS SERIAL 4 1FTTW2A64GEC33985 FORO-F-250 GREW CAB SERIAL#. IFIFTW21166DES109131 60009091 a 45,338 9,068 38,271 50009071 0 47,769 9.554 38,216 FORD-F-260 CREW CAR SERIAL# 1FT 2AWGEC341002 FORDT-250 CREW CAB SERIAL 4: IFTM21363GEC34012 50008983 1 45,778 9,156 36,622 50008728 1 18,561 9,652 8,909 FORD-F-250 CREW CAB SERIAL It: 1FTM2A65GES35497 FORD-F-250 CREW CAR SERIAL M IFTTW21367DEA94011 50009090 0 45,098 9,020 36,079 50009070 0 47,769 9,554 38,215 FORD-F 250 CREW CAB SERIAL 9 1FTTW2A67GECMWl FORD-F-250 CREW CAB SERIAL 9: IFTMMOGECM011 50009073 a 47.769 9,554 38,215 50008714 1 18,811 9,782 9,029 FORD-F-250 CREW CM SERIAL lk IFT7W2867GEC34014 FORD-F 253 CREW CAB SERIAL#: 1FTM215691DEA94012 50009072 0 47,769 9,554 38,216 50008979 1 45,795 9,159 36,636 FORD F 250 CREW CAB SERIAL 4 1FT7W2B85GEC3013 FORD-F-2K CREW GAS SERIAL 9: 1F7TW2A68GES35493 60009009 1 14,503 2,901 11,602 50009086 0 44,548 8,910 35,639 FORD-F-260 CREW CAB SERIAL# 1FTTW2A66EE813960 FORD-F-250 CREW CAB SERIAL#: 1F 2A63GEC33993 500089BO 1 45,295 9,059 36,236 50008981 1 45,926 9,185 36,740 FCRD.F-250 CREW CAB SERIAL# lFTM2AGXGER35494 FORD-F-20 GREW CAB SERIAL#, I FT7W2A61 GEB35495 5009096 0 46,098 9,020 36,079 50009089 0 45,098 9,020 36,079 FORD-F-260 CREW CAR SERIAL 4 1FTTW2A68GEC34007 FORD-F-250 CREW CAB SERIAL A I FT7W2A65GE"0W 50008715 1 17,571 9,137 8,434 50008727 1 18.340 9,541 8,807 FORD-F-250 CREW CAS SERIAL 4 IFT 2136XCEB90424 FORD-F-250 CREW CAB SERIAL# lFTM21368DEAI)0976 50009004 1 13,126 2,625 10,501 50008451 1 48,386 25,161 23,225 FORD-F-250 CREW CAB SERIAL M IFT7W2.A6XCEA48673 FORD-F-250 CREW CAB(White) SERIAL# 1F 21362FED66368 50009088 0 45,098 9,020 36.079 5000450 1 47,254 24,572 22,682 FORDT-260 CREW CAB SERIAL# 1FT7W2A69GEC33996 FORi CREW CAB(White) SERIAL M IFTM2134GEA13552 5000B986 1 45,778 9,156 36,622 50009228 0 44,773 8,955 35,819 FORD-F-250 CREW CAB SERIAL# 1FT7W2A61GEB35600 FORD-F-250 CREW CAB(Whit.) SERIAL#: IMMB65HES22359 5IM089114 1 45,631 9,126 36,504 50008269 1 44,775 23,283 21,492 FORDLIF-M CREW CAB SERIAL#. IFT7W2A67GEB35498 FORDT-250 CREW CA13(Yellow) SERIAL* 11T 2A61FEC66733 ALL INFORMATION ON THIS REPORT SHOULDBE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED&HkWiii Page 108 of 120 052 5115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ........... ------------------------ ........ Motor Vehicle Recon Ace! Motor kiscon Acct ASSET4 AGi COST ACCUM DEPR BOOK VALUE ASSET# AGEfYRS COST ACCUM DEPR BOOK VALUE ------.............. .... .. ...... ....................... 50008271 1 44.776 23,2113 21,492 5001 0 61,994 12.399 49,595 FORD-F-250 CREW CAB(Yellow) SERIAL#: 1FT7W2A63FEC66734 FORD-F-250 UTILITY SERIAL 4 1FTI3F2A66GEC33B82 50OD6005 5 33,899 31,947 1,953 50008959 1 57,177 11,435 45,742 FORD-F-250 CREW CAB FLATBED(Wi SERIAL M IFTM086CEA92427 FORD-F-250 UTILITY SERIAL# 1FTBF2AT5Gi 50007107 4 7,880 7,426 454 50009078 0 61.444 12.289 49,155 FORD-F-250 CREW CAB FLATBED(White) SERIAL M 1FTSW21659EA24095 FORD-F-250 UTILITY SERIAL# 1FTBF2 GEC33978 50007172 4 33,687 27,866 5,821 50006745 7 37,226 37,226 0 FORDi CREW CAB FLATBED(White) SERIAL M 1FT7W2864CEC67439 FORD-F-250 UTILITY(White) SERIAL* 1FTSX20519EAI6909 50007332 3 34.690 24.699 9.991 50008346 1 47,104 24,494 22,610 FORD-F-250 CREW CAB FLATBED fWhi SERIAL 9: IFTM21163IFER46932 FORO-F-250 UTILITY I SERIAL 4 1 FTBF2A6Xi 50008686 1 67,194 29,741 27,453 50002837 10 20,999 20,999 a FORD-F-250 CREW CAB UTILITY(Whit.) SERIAL M 1F7TW2AT2Fi FORD-FhVEHUNDRED SERIAL M 1FAHP241X70I03026 50002562 7 36,681 36,681 0 50002800 10 19,397 19,397 0 FORD-F-260 CRW CC SERIAL 4: 1FTSW20P06ED17756 FORD-FIVE HUNDRED SE SERIAL# 1FAFP23126G1611752 50007126 4 32,809 27,140 5,669 50002749 11 19,320 19,320 0 FORD-F-250 EXTENDED CAB(Whit.) SERIAL 0: 1FT7X OXCEC73673 FORi HUNDRED SE SERIAL#' 1FAFP23176G144771 50006753 7 37,121 37,121 0 50002728 11 20,335 20,335 0 FORDi EXTENDED CAB Whi SERIAL# IFTSX21359AI FORD-FIVE HUNDRED SE SERIAL P. 1FAFi 50006814 5 28,154 26,532 1,622 50002853 10 25,117 25,117 0 FORD.r-250 EXTENDED CAB FLATBED SERAL 4: IFT7X2A65CEA34225 FORD-FIVE HUNDRED SEL SERIAL A IFAHP27127(3121676 (Whit.) 50D02856 10 19,997 19,997 0 50006811 5 28,154 26,532 1,622 FORD-FIVE HUNDRED SEL SERIAL# IFAFP24107GI14liO FORD-F-250 EXTENDED CAB FLATBED SEI& 1 FT7X2A60Ci 50008150 2 27,834 14,474 13,360 Whit.) 50006812 5 28,154 26,532 1,622 FORD-FUSION SERIAL 3FA6P10HD8Fi FORD-F-250 EXTENDED CAB FLATBED SERIAL W IMX2 69C[i 50007909 2 25.386 13,201 12,1B5 (Whit.) FOR0.FUSION SERIAL 3FA6PDH76FR237775 5DO06813 5 28.154 26,532 1,622 5000B151 2 27,1134 14,474 13.360 FORD F-250 EXTENDED CAB FLATBED SERIAL#; 1FT7XZA67CEA34226 FORD-FUSION SERIAL# 3FA6KHDXFi (Whit.) 50007760 2 26,689 13,879 12,811 60OD6566 4 5,680 5,353 327 FCR0.FUSION SERIAL#: 3FA6P0H76FR194040 FORD-F-250 FLATBED(WHITE) SERIAL# 50003062 7 20,743 20,743 0 50007084 4 5,688 5,360 328 FORD-FUI SERIAL 4: 3FAMP0JA1AR341016 FORD-F-250 FLATRED(Whfti SERIAL 4: 1FTNF21529EA32040 50007324 2 23567 16,779 6,787 50007162 4 35,387 29,272 6,115 FORD-FUSION SERIAL 9: 3FA6P0H71ER294433 FORD-F-250 FLATBED I SERIAL M 1FDBF2A60Di 50007322 2 23,567 16,779 6,787 60007153 4 35,387 29,272 6.115 FORD-FUSION Si 3FA6POH7XER294432 FORD-F-250 FLATEED tWhIhi SERIAL M IFDBF2A62DEA35522 50007347 2 27,903 14,509 13,303 50007155 4 35,387 29,272 6,115 FORD-FUSION SERIAL 3FA6POHD4FR237795 FORD F 2513 FLATSED(Whi SERIAL M 1FDBF2A66DEA35524 50007348 2 28.143 14,634 13,509 50007156 4 35,387 29,272 6,115 FORD-FUSION SERIAL 3FA6P0HD7FR237R24 FORD-F-250 FLATBED(WhIi SERIAL# 1FDBF2A6aOi 50007911 2 25,386 13,201 12,185 50007157 4 35,440 29,316 6,124 FORD-FUSION SERIAL 3FA6POH7XFR2377T7 FORD-F-2150 FLATBED(White) Si#: 1FDSF2A6XDEM5526 50007759 2 26,689 13,879 12.811 60007330 3 30,986 22,062 8.924 FORD-FUSION SERIAL M 3FA6P0H7XFR194039 FORD-F-260 FLATBED(Whfte) SERIAL 4: 1FTSF2B67EEB46930 50008060 2 26,801 13,937 12,865 50009011 1 7,0130 1,400 5.600 FORD-FUSION SERIAL I 3FA6P[)H70FR237772 FORD-F-250 SIG(Whi SERIAL III IFT7XZA65Bi 50007910 2 25,386 13,201 12,185 5DO09010 1 7,DD0 1,400 5,600 FORD-FUSION Si 3FASPOH78FR237776 FOI SC(White) SERIAL 4 1FT7X2A678E!312637 50007963 2 8,200 4.264 3,936 50006156 3 56,854 40,480 16,374 FORD-FUSION SERIAL#: 3FAHP0JA3AR341017 FORD-r-250 UTILITY SERIAL k 1FTBF2A67EEBI4142 50008056 2 27,511 14,306 13,205 501 3 56,854 40,480 16,374 FORD-FUSION SERIAL 3FA6KHD3FR237822 FORDI UTILITY SERIAL#: 1FTSF2A69i SOOOBD57 2 26,801 13,937 12,866 50009077 0 61,444 12,289 49,155 FORD-FUSION SERIAL 3FA6POH72FR237773 FORD-r-250 UTILITY SERIAL 9 1rTBF2A62GEC33977 50008058 2 26,801 13.937 12.865 FORGFUSION SERIAL# 3FA6P0H79FR237771 INFORMATIONALL ON THIS REPORTSHoubb BE TREATED As CONFIDENTIAL UNLESS SPECIFICALLY STATEDOTHERWISE - .................. ------ .... -,- ................................. ... .. ...... ....... ......... ........... Page 109 of 120 052 511512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT .. .............. - 111111 , -- Motor Vehicle Recon Acct Vehicle Recon Acct I .......... --j 77-- ASSET# AGEfYRS COST ACCUMDEPIR BOOKVALUE ASSET# AGE(YRS COST ACCUMDEPR BOOKVALUE . ...................... .... ............ ...... 50008059 2 27,511 14,3016 13,205 50009421 0 26,501 5,300 21,201 FORD-FUSION SERIAL k 3FA6POHD5FR237823 FORD-FUSION SERIAL 3FABPOH7MR235854 50007349 2 27,886 14,501 13,385 50009422 0 26,501 5,300 21,201 FORD-FUSION SERIAL 4 3FA6P0HD9FR237825 FORD-FUSION SERIAL#: 3FASPOH71HR235855 50006641 2 30,806 16,019 14,767 50009423 0 26,401 5,280 21,121 FORD-FUSION SERIAL 3FA6P0T91FR282696 FORD-FUSION SERIAL#: 3FA6P0H75HR254828 50003058 7 18,583 18,583 C 50000372 1 27,191 14,139 13,052 FOR6FUSION SERIAL 3FAJIPOJA8AR341014 FORD-FUSION SERIAL* 3FABPOH07FR269052 50003059 7 20,120 20,120 0 50006373 1 26,026 13,534 12,493 FORD-FUSION SERIAL#: 3FMP0JA2AR341011 FORD-FUSION SERIALA 3FANKHMOR160757 50003061 7 20,103 20,103 0 50008374 1 26,026 13.534 12,493 FORD-FUSION SERIAL#: 3FA1PGJA6AR341013 FORD-FUSION SERIAL P 3FA6MHDlGR160708 50003064 7 16,975 18,975 0 50009236 a 24,978 4,996 19,983 FORD-FUSION SERIAL M 3rAJIPOJA5AR341016 FORD-FUSION SERIAL#: 3FA6POH73HR242502 50003065 7 19,495 19,495 0 50009229 0 26,470 5,294 21,176 FORD-FUSION SERIAL 9: 3FMP0JA7AR3410I9 FORD-FUSION SERIAL# 3FA6MH73HR206633 50005846 3 25.875 18,423 7,452 50009237 0 24,978 4,996 19,983 FORD-FUSION SERIAL ft: 3FAGPOH76ER259614 FORD-FUSION SERIAL#: 3FA6POH77HR242504 5000584B 3 25,875 18,423 7,452 50009230 0 24,978 4,996 19,9153 FORD-FUSION SERIAL# 3FASP01172ER259612 FOR6FUSIONI SERIAL#; 3FA6P0H71HR2424H2 50005850 3 25,875 18,423 7,452 50DO9231 0 24,978 4,996 19,983 FORD-FUSION SERIAL 4 3FA6POH79ER269610 FORD-FUSION SERIAL#. 3FA6nH75HR242484 5DO05851 3 25,875 18,423 7,452 50009232 0 24,978 4,996 19,983 FORD-FUSION SERIAL# 3FA6POH72ER269609 FORD-FUSION SERIAL# 3FA3P0H77HR242485 50003057 7 20,495 20,495 0 50009233 0 24,978 4,996 19,983 FORD-FUSION SERIAL 4 3FAHPOJAXARM1015 FORD-FUSION SERIAL# 3FA6POH79HR242406 50006642 2 30,581 15,902 14,679 50009234 a 24,978 4,996 19,983 FORD-FUSION SERIAL W. 3FA6P0T93FR282696 FORD-FUSION SERIAL#. 3FA6P0H70IHR242487 50005847 3 26,875 18,423 7,452 50009236 0 24,976 4,996 19,983 FORD-FUSION SERIAL 4 3FA6P0H74ER2596I3 FORD-FUSION SERIAL#: 3FA6P0H75HR242503 60OD6640 2 30,808 16,019 14,787 50009239 0 24,978 4,996 19,9153 FORD-FUSION SERI&M 3FA15POTI)XI'R262694 FORD-FUSION SERIAL* 3FA6POH70HR242506 50006852 3 25.776 16,352 7,423 50009446 0 26,400 5,280 21,120 FORD-FUSION SERIAL# 3FA6P0H72ER235925 FORD-FUSION SERIAL#: 3FMPOH77HR254832 50005853 3 25,776 18,352 7,423 50009108 0 26,356 5,271 21,085 FORD-FUSION SERIAL ft: 3FASPOH74ER235926 FORDFUSION SERIAL#: 3FA6POH7XHRI 16492 50005054 3 25.237 17,969 7,268 50009109 a 26,356 5,271 21,085 FORD-FUSION SERIAL M 3FABPOH75ER17I945 FORD-FUSION SERI&M 3FA6P0H7IHRII6493 5DO05865 3 25,237 17,969 7,268 50009110 0 26.356 5,271 21,085 FORD-FUSION SERIAL#: 3FA6POH77ER171946 FORD-FUSION SERIAL M 3FA6POH72HRI 16499 50005856 3 25,237 17,969 7,268 50009429 0 26,501 5,300 21,201 FORD-FUSION SERIAL# 3FMnH79ER171947 FORD-FUSION SERIAL#: VMPOH71HF254826 5DO05857 3 25,692 18,293 7,399 50009280 0 28.763 5,751 23,002 FORD-FUSION SERIAL#. 3FA6POHD4ER171957 FORD-FUSION SERIAL 9: 3FAEPOH78HR154187 5NO3060 7 20,496 20,495 0 50009281 0 27,645 5,629 22,116 FORD-FUSION SERIAL M 3FMMMAR341012 FORD-FUSION SERIAL M 3rA6PDH75HR211803 50005860 3 26,237 17,969 7,268 50009282 0 27,640 5,528 22,112 FORD-FUSION SERIAL 4 3FABPOH72ER144136 FORD-FUSION SERI&#: 3FA6P0H7XHRI07596 5WO5863 3 25,237 17,969 7,268 50009283 0 28,035 5,607 22.428 FORD-FUSION SERIAL M 3FAGPOH74ER171990 FORD-FUSION SERIAL#, 3FAOPOH71HU10974 50006643 2 27,366 14,231 13,136 5000a430 0 26,501 5,300 21,201 FORD-FUSION SERIAL 9 IFA6POHDlF5127631 FORD-FUSION SERIAL#. 3FA6POH73HR254827 50005849 3 25,875 18.423 7.452 50009428 0 26,501 5,300 21,201 FORD-FUSION SERIAL 0 3FA6POH70EU59BI I FORD-FUSION SERIAL 3FA6F0H7XHR254825 50009238 0 24,978 4,996 19,983 50009427 0 26,501 5,300 21,201 FORD-FUSION SERIAL A 3FA6POH79HR242606 FORD-FUSION SERIAL 3FABP117011H!254824 ----------- __ ALL_INFORMATION_6W THIS REPORT i4d&6 BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHiiiWiiiilg Page 110 of 120 052 5115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle Recon Acct ............. M1rtar VaI Recan Acet ASSET# AGE(YRS COST ACCUIVIDEPIR IBOOKVALUE ASSET# ACE"S COST ACCUMDEPR BOOKVALUE ------___----- - ------ .... ... ...............................................-",- ........................ 50009426 0 26,501 5,300 21,201 50009186 0 25,019 5,004 20,015 FORDFUSION SERIAL#: 3FA6POH75HR235057 FORD-FUSION SERII 3FASPOH721IR151690 50009425 0 26.501 5,300 21,201 50009185 0 26.123 5,225 20,898 FORD-FUSION SERIAL 9 3FASPOH73HR235MIS FORD-FUSION SERIAL* 3FA6P0HD4HR147047 50009246 0 26,082 5,216 20,866 50009415 0 26,501 5,300 21,201 FORD-FUSION SERIAL#: 3FA6POHOOHR242513 FORD-FUSION SERIAL#: 3FASPOH74HR235B48 50009248 0 24,978 4,996 19,983 50009414 a 26,501 5,300 21,201 FORD-FUSION SERW P 3FMPOH71HR242501 FORD-FUSION SERIAL M 3FA6POH72HR235B47 60009241 0 25,8D6 5,161 20,645 500,08248 1 26,135 13,590 12,545 FORD-FUSION SERIAL 4: 3FAfiP0HO7HR242492 FORDFUSION SERIAL M 3FA6P0H71GRI36646 50009242 0 26,806 5,161 20,645 50009412 0 26,501 5,300 21,201 FORD-FUSION SERIAL* 3FA6P0HDI FORDFUSION SERIAL M 3FA6POH79HR235845 50009243 0 25,806 5,161 20,545 50009192 0 25,019 5,004 20,015 FORD-FUSION SERIAL# 3FA6POHOSHR242510 FORDFUSION SERIAL 9: 3FAUPOH77HRI83258 50009244 0 25,806 5,161 20,645 50009410 0 26,501 5,300 21,201 FORD-FUSION SERIAL# 3FA6P0HD9HH242512 FORDFUSION SERIAL* 3FAZIP01175HR235843 50009245 0 26,082 5,216 20,866 50009409 0 26,501 5,300 21,201 FORD-FUSION SERIAL# 3FABPOHDOHR242494 FORD-FUSION SERIAL* 3FABIP01473HR235842 W009444 0 26,346 5,269 21,077 50009408 0 26,501 5,300 21,201 FORD-FUSION SERIAL N: 3FAGPOH73HR254830 FORD-FUSION SERIAL#: 3FA6POH71HR235841 50009247 0 24,978 4,996 19,983 50009184 0 26.123 6,225 20,898 FORD-FUSION SERIAL R 3FA6POH73HR242483 FORDFUSION SERIAL4 3FA6F`0HD2FiRI47N6 50009445 0 26,400 5,280 21,120 50009183 0 27,977 5,595 22,381 FORD-FUSION SERIAL*: 3FASPOH75HR254831 FORD-FUSION SERIAL*: 3FA6POHD6HRI47051 50009249 0 25,806 5,161 20,645 50009114 0 27,184 5,437 21.747 FORDFUSION SERIAL# 3FA6POHD7HR242511 FORD-FUSION SERIAL#: 3FA6P0HD6HR147048 50008377 1 25.566 13,294 12,272 50009115 0 27,184 5,437 21,747 FORD-FUSION SERIAL M 3FABPOH78GRI60697 FORD-FUSION SERIAL M 3EA61POHIDBILI 50009329 0 23,413 4,693 18.730 60009116 0 26,281 5,256 21,025 FORD-FUSION SERIAL M 3FAISPOHOWHIR163890 FORDFUSION SERIAL M 3FA6POH73HR151682 50009448 0 26,575 5,315 21,260 50009182 0 27,149 5,430 21,719 FORD-FUSION SERIAL IN: 3FASPOH70HR254834 FORD-FUSION SERIAL M 3FABIPOHI 50009447 a 26,575 5,315 21,260 50009331 0 26,449 5,290 21,159 FORDFUSION SERIAL M 3FMPOH79HR254M FORDFUSION SERIAL#: 3FASPOHD9HR211390 50009240 0 25,806 5,161 20,645 50009119 0 27,109 5,422 21,687 FORD-FUSION SERIAL# 3FAISPOHID51HR242491 FORD-FUSION SERIAL k 3FAW01104HR147050 50009420 0 26.501 5,300 21,201 50009118 0 26,281 5,256 21,025 FORD-FUSION SERIAL 4: 3FASPOH78FIR235853 FORD-FUSION SERIAL# 3FA6POH76HRI51689 50009411 0 26,501 5,300 21.201 50009117 0 26,281 5,256 21,025 FORD-FUSION SERIAL M 3FASFIDH77MR235844 FORD-FUSION SERIAL M 3FA6POH75HR151683 50008247 1 26,620 13,842 12,777 50009413 0 26,501 5,300 21,201 FORD-FUSION SERIAL# 3FA5PQHD9GR736658 FORD-FUSION SERIAL M 3FA6POH70HR235846 50008246 1 26,657 13,862 12,796 50008370 1 26,771 13,401 12,370 FORD-FUSION SERIAL 3FASPOHDISGIR125467 FORD-FUSION SERIAL X: 3FASPOH08GR1607DO 5NO9419 0 26,501 5,300 21,201 50009418 0 26,501 5,30D 21,201 FORD-FUSION SERIAL 3FA6POH76HR235852 FORD-FUSION SERIAL 1P. 3FA6POH74HR235861 5DO09191 0 25,019 5,004 20,015 50009417 a 26,501 5,300 21,201 FORDFUSION SERIAL 0: 3FA6POH74HRI51691 FORD-FUSION 55RII 3FA6POH72HR235850 50008366 1 26,026 13,534 12,493 5000OL416 0 26,501 5,300 21,201 FORD-FUSION SERIAL M 3FA6POHD9GR160729 FORDFUSION SERIAL A 3FA6P0H76HR235849 5000918) 0 25,019 5,0D4 20,015 50009197 0 25,772 5,154 20.617 FORD-FUSION SERIAL 3FMPCH79HR165487 FORD-FUSION SERIAL#: 3FASPOHID61HR183273 50009188 0 25,019 5,00-4 20,015 50009196 0 25,772 5.154 20.617 FORD-FUSION SERIAL 3FABIP01177HR165486 FORDFUSION SERIALM 3FA6P0HD4HR163272 50009187 0 25.019 5,004 20,015 50009195 0 25,772 5,154 20,617 FORDFUSION SERIAL M 3FA6POH75MR163260 FORD-FUSION SERIAL#. 3FASPOHD4HR183269 ALL INFORMATION_d4 THIS RE_PRT O SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE REPORT - ... ... ..............................------------------ ................................................ ------ Page 111 of 120 052 5115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle RecoD jicct I Motor Vehicle Re-con Acet ASSET# AGFJYR3 C087 ACCUMDEPR BOOKVALLE ASSET# AGF S COST ACCUMIDEPIR BOOIKVALUE ..................... ....................... 50009194 0 25,772 5,154 20.617 60009277 0 34,130 6,826 27,304 FORD-FUSION SERIAL# 3FMPOHD2HR183268 FORD-FUSION ENERGI SERIALM 3FA6F)0PUI 50009193 0 25,019 5,004 20,015 50009274 0 34,130 6,826 27,304 FORD-FUSION SERIAL# 3FA6POH79HRI83269 FORD-FUSION ENERGI SERIAL#: 3FABPOPU3HR254043 50009190 0 25,019 5,004 20,015 50009278 0 34,130 6,826 27,304 FORD-FUSION SERIAL#: 3PASPOH70HRIOWR FORD-FUSION ENERGI SERIAL 4: 3FA6P0PU2HR254034 50000371 1 25,566 13,294 12,272 50009279 0 34,130 6,826 27,304 FORD-FUSION SERIAL#. 3FA6POH75GRI60723 FORD-FUSION ENERGI SERIAL#: 3FA6POPU4HR254035 50008249 1 26,136 13,590 12,546 50009276 0 34.130 6,826 27,304 FORD-FUSION SERIAL M 3FA6P0H73GR136646 FORD-FUSION ENERGI SERIAL M 3FABKPI,15HR254044 5000B369 1 25,771 13.401 12,370 50009276 0 34,130 6,826 27,304 FORD-FUSION SERIAL 4: 3FMPOHDXGRI60707 FORD-FUSION ENERGI SERIAL#: 3FA6PUPU7HR254045 5000B368 1 25,566 13,294 12,272 50009261 0 34,130 6,826 27,304 FORD-FUSION SERIAL 4 3rA6POH71GRI60749 FORD-FUSION ENERGI SERIAL# 3FA6NPU5HR254027 5DO08367 1 25,771 13.401 12,370 50009251 0 34.130 6,826 27,304 FORD-FUSION SERIAL 4: 3FASPOHDlGR160756 FORD-FUSION ENERGI SERIAL#: 3FA6POPUI 50009330 a 25,500 5.100 20,400 50009250 0 34,130 6,826 27,304 FORD-FUSION SERIAL M 3FA6POH75HRI07420 FORD-FUSION ENERGI SERIAL#: 3FA6POPUDHR254016 50008250 1 25,910 13,473 12,437 50009259 0 34.130 6,826 27,304 FORD-FUSION SERIAL# 3FAW01175GR136647 FORD-FUSION ENERGI SERIAL#: 3FAVOPUMMM025 5DO08251 I 25SW 13,473 12,437 50009258 0 34,130 6,826 27,304 FORD-FUSION SERIAL 9 3FAGPOH77GR136648 FORD-FUSION ENERGI SERIAL# 3FA6PVPLXHR254024 50008252 1 25,947 13,493 12,455 50009257 a 34,130 6,826 27,304 FORD-FUSION SERIAL#: 3FA6POH70GR100154 FORD-FUSION ENERGI SERIAL* 3FA6POPU8HR254023 50008253 1 25,947 13,493 12,455 50009256 0 34,130 6,826 27,3014 FORD-FUSION SERIAL# 3FA6P0H72GR100I55 FORD-FUSION ENERGI SERIAL 3FAGPOPU61HR254022 50008263 1 26,862 13,979 12,904 50009255 0 34,130 6,826 27,304 FORD-FUSION SERIAL 9 3FMPOHMGR12070 FORD-FUSION ENERGI SERIAL 3FA6POPUAHR254021 50008264 1 26,845 13,959 12,685 50009252 0 34,130 6,826 27,304 FORD-FUSION SERIAL 3FA6P0HD7GR136655 FORD-FUSION ENERGI SERIAL 3FA6P0PU4HR254018 50009450 0 26.500 5,300 21,200 50009254 0 34,130 6.826 27,304 FORD-FUSION SERIAL 3FA6P0H72HR254B35 FORD-FUSION ENERGI SERINLk 3FA6P0PU2HR254020 50009113 0 26,356 5,271 21,085 50009260 a 34,130 6,826 27,304 FORD-FUSION SERIAL 3FA6POH76HR1 16554 FORD-FUSION ENERGI SERIAL* 3FA6POPU3HR254026 50009424 0 26,401 5,280 21,121 50009273 0 34,130 6,826 27,304 FORD-FUSION SERIAL# 3FABROH77HR264829 FORD-FUSION ENERGI SERIAL M 3FA6P0PU1HR254IX2 50009451 0 26,500 5,300 21,200 50009262 0 34,130 6,826 27,304 FORD-FUSION SERIAL# 3FA6POH74HR254836 FORD-FUSION ENERGI SERIAL#: 3FA6POPUI 50009112 0 26,356 5,271 21,085 50009268 0 34,130 6,826 27,304 FORD-FUSION SERIAL# 3FMPOH74HRI16553 FORD-FUSION ENERGI SERIAL M 3FABPOPUBHR254037 50009111 0 26,356 5,271 21,086 50009272 0 34,130 6,826 27,304 FORD-FUSION SERIAL# 3FA6POH75HRI16500 FORD-FUSION ENERGI SERIAL M 3FA6POPUXHR254041 6DO09357 0 30,264 6,053 24,212 50OD9271 0 34,130 6,826 27,304 FORD-FUSION AWD SERIAL# 3FA6POT93HR169737 FORD-FUSION ENERGI SERIAL 9: 3FA6POPU8HR254040 50009201 a 30,029 6,006 24,023 50009270 a 34,130 6,826 27,304 FORD-FUSION AWD SERIAL M 3FA6POTSXHR215144 FORD-FUSION ENERGI SERIAL M 3FA6POPUIHR254039 50009200 0 30,463 6,091 24,362 5WO9253 0 34,130 6,826 27,304 FORD-FUSION AWD SERIAL#' 3FMPOT92HRI41363 FORO-FUSION ENERGI SERIAL M 3FA6P0PUI 50009402 0 31,719 6,344 25,375 50009269 0 34,130 6,826 27,304 FORD-FUSION AWD SERIAL M 3FA6POT98HR155252 FORD-FUSION ENERGI SERIAL M 3FA6POPUXHP,254036 50009403 0 33,407 6,661 26,725 50009263 0 34,130 6,826 27,304 FORD-FUSION AWD SERIAL 4 3FA6POT92GR379583 FORD-FUSION ENERGI SERIAL 9: 31FAIBPDPWHR254029 5DO09358 0 30,202 6,040 24,162 50009267 0 34,130 6,826 27,304 FORD-FUSION AWD SERIAL It 3FA6POLL92HR202839 FORD-FUSION ENERGI SERIAL M 3FA6P0PUI 50009404 0 31,888 6,378 25,511 50009266 0 34,130 6,826 27,304 FORD-FUSION AWD SERIAL ft YMPOT90HIR200913 FORD-FUSION ENERGI SERIAL 9: 3FA6PoPU9HR254032 ALL INFORMATION ON THIS k&bkt'�ii4d-uLD-6-E-TRkA &ki &i4iEkwi§t --- --------- . ................ Page 112 of 120 (152 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT cle Recon Act ,,,,, Motor Vehlele Reeon Aect _______ �.--.- .._.. Motor Vehi. ....., . - .... .,t ......... . - ..-- ��------- ASSET# AGEYRS COST ACCUMDEPR BOOKVALUE ASSET# AGEYIS COST ACCUMDEPR BOOKVALUE .... .... .............___ .-......__.............__.......______.....__.... . ...... 50009265 0 34,130 6,826 27,304 50004880 4 14,500 13,665 835 FORD-FUSION ENERGI SERIAL 3FA6POPU7HR254B31 FORD-FUSION HYBRID SERIAL#: 3FADPOL34AR403389 50009264 0 34,1 SO 6,826 27,304 50008345 2 8,100 4,212 3,888 FORD-FUSION ENERGI SERIAL#: 3FASPOPUSHR254030 FORD-FUSION HYBRID SERIAL 4: 3FADPOL32AR377374 50006068 3 36.348 25,880 10,468 50008920 1 9,362 1,872 7,490 FORD-FUSION ENERGI BE SERIAL 3FASPOPU4ER122677 FORD-FUSION HYBRID SERIAL#. 3FADPOL31CR367020 50006067 3 36,348 25,880 10.468 50008767 1 10.237 5,323 4,914 FORD-FUSION ENERGI BE SERIAL#: 3FA6POPU9ER184617 FORD-FUSION HYBRID SERIAL P 3FADPOL33BRM6703 50007345 2 25,871 13,453 12,418 50008857 1 6,498 1,300 5,198 FORD-FUSION FWD SERIAL#: 3FASPOH71FR237814 FORD-FUSION HYBRID SERIAL#: 3FADPOL32AR336464 50007344 2 25,071 13,453 12,418 50000107 5 6,600 6,800 0 FORD-FUSION FWD SERIAL 4, 3FMPOH7 FR237013 FORD-FUSIONS SERIAL#: 3FAHP06Z97R112168 W007346 2 25,871 13,453 12,416 50000124 8 8,500 6,500 0 FORD-FUSION FWD SERIAL 3FA6POH73FR237B15 FORD-FUSIONS SERIAL 3FAHP06247R271256 50003070 7 28,724 28,724 0 50000106 5 7,3D0 7,300 0 FORD-FUSION HYBRID SERIAL : 3FADPOL39AR337688 FORD-FUSIONS SERIAL#: 3FAHP06757RI77020 50003071 7 27,190 27,190 0 50006255 2 28,742 20,464 8,278 FORD-FUSION HYBRID SERIAL#: 3FADPOL35AR276894 FORD-FUSION BE SERIAL#'. 3FABPOLUSER381145 50008145 2 12,500 6.500 6,000 60006256 2 28,972 20,628 8,344 FORD-FUSION HYBRID SERIAL#: 3FADPOL3X3R346102 FORD-FUSION BE SERIAL#'. 3PABPOLUXER381146 50003087 6 20,139 28,139 0 50006257 2 29,242 20,820 8,422 FORD-FUSION HYBRID SERIAL 0; 3FADPOL35AR2B7653 FORD-FUSION BE SERIAL#: 3FABPOLUIER381147 50003128 6 28.316 28,316 0 BOOD6460 2 26,586 18,929 7,657 FORD-FUSION HYBRID SERIAL 3FADPOL3XBR335701 FORD-FUSION BE SERIAL 3FA6P0HDXFR100117 5DO03133 5 28,316 28,316 0 50006459 2 26,506 18,929 7,657 FORD-FUSION HYBRID SERIAL#: 31FADPo135BR33571M FORD-FUSION BE SERIAL 3FA6POHD1 FR100118 5D003134 5 28,316 28,316 0 50006259 2 29,188 20,782 8,406 FORD-FUSION HYBRID SERIAL#: 3FADPOL3XBR346097 FORD-FUSION BE SERIAL M 3FA6POLU3ER381148 50003135 5 28,316 28,316 0 50006458 2 25,876 18.423 7,462 FORD-FUSION HYBRID SERIAL#: 3PADPOL31BRM6096 FORD-FUSION BE SERIAL#: 3FA6POH70FR100105 50003067 7 27,061 27,D61 0 5DO06457 2 25,876 18,423 7,452 FORD-FUSION HYBRID SERIAL#: 3FADP0L35AR32W65 FORD-FUSION BE SERIAL#: 3FA6POH79FR100104 50003130 5 28.316 28,316 0 50006430 2 26,134 16,606 7,527 FORD-FUSION HYBRID SERIAL#: 3FAOPOL38BR346101 FORD-FUSION BE SERIAL#. 3FA6P0H72ER381144 50003086 6 28,980 28,980 0 50006429 2 26,134 18,608 7,527 FORD-FUSION HYBRID SERIAL 4: 3FADPOL37AR216325 FORD-FUSION BE SERIAL#: 3FA61N)H70ER381143 50005035 4 17,000 14,062 2,938 SOOD6428 2 26,134 18,608 7,527 FORD-FUSION HYBRID SERIAL#: 3FADPoL32AR314937 FORD-FUSION BE SERIAL M 3FA6POH79ER361142 50005034 4 17,000 14,062 2,938 50006427 2 26.134 18,608 7,527 FORD-FUSION HYBRID SERIAL#: 3FADPOL39BR251398 FORD-FUSION BE SERIAL#: 3FAUPOH77ER381141 SM06646 2 28,231 14,680 13,551 50006258 2 29,422 20,949 8,474 FORD-FUSION HYBRID SERIAL#', 3FASPOLU9FR2219369 FORD-FUSION BE SERIAL#: 3FA6POLUXER344792 5NO6647 2 28,231 14,680 13,551 50005267 3 28,688 23,731 4,957 FORD-FUSION HYBRID SERIAL 3FAGP0LU5FRZ28W7 FORD-FUSION BE SERIALM 3FASPOLU4ER103990 50006648 2 28,231 14.680 13,551 SOOD6476 2 26,879 19,138 7,741 FORD-FUSION HYBRID SERIAL#: 3FASPOLU7FR22B368 FORD-FUSION BE SERIAL#. 3FA6POH03FR100198 60006649 2 28,231 14,680 13,551 50006424 2 26,134 18,608 7,527 FORD-FUSION HYBRID SERIAL 3FA6P0LU3FR228368 FORD-FUSION BE SERIAL# 3FACPOH77ERM1138 SM06660 2 28,231 14,680 13,551 500049N 4 26.324 21,775 4,549 FORD-FUSION HYBRID SERIAL# 3FABPOLU1 FR228365 FORD-FUSION BE SERIAL#: 3FABPOHRADR203249 50006651 2 28,231 14,680 13,551 50005186 3 25,913 21,435 4,478 FORD-FUSION HYBRID SERIAL 4: 3FAVOLUXFR228364 FORD-FUSION BE SERIAL 3FA9P0HR0OR348942 50003137 5 28,316 28,316 0 50004511 4 25,275 23.819 1,456 FORD-FUSION HYBRID SERIAL M 3FADPOL36BR346100 FORD-FUSION BE SERIAL#: 3FAHPOHA2CRM2912 50005257 3 17,000 14,D62 2,938 500049D9 4 26,324 21,775 4,549 FORD-FUSION HYBRID SERIAL#: 3FADPOL36AR226601 FORD-FUSION BE SERIAL 3FA6POHRODR203250 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 113 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle Recon Aed Motor Vshlele Recon Acet ASSET# AGENRS COST ACCUM DEPR BOOK VALUE ASSET# AGErYRS COST ACCUM DEPR BOOK VALUE ............... _- _ .,, ._.... ____ __ ......... ...............__'. ...... 50004915 4 26,274 21,734 4,540 50006418 2 26,477 18,852 7,625 FORD-FUSION BE SERIAL#: 3FA6POHRIDR203256 FORD-FUSION BE SERIAL#: 3FA6POHD6ER333474 50004914 4 26,274 21,734 4,540 50006416 2 25,767 18,346 7,421 FORD-FUSION BE SERIAL 4. 3FA6P0HR%DR203255 FORD-FUSIONSE SERIAL#: 3FA6P0H76ER333467 50004913 4 26,274 21,734 4,540 50006415 2 25,767 18,346 7,421 FORD-FUSION BE SERIAL#. 3FABPOHRBDR203254 FORD-FUSION BE SERIAL#: 3FA6POH71ER333439 50004912 4 26,274 21,734 4,540 50006401 2 24,594 17,511 7,083 FORD-FUSION BE SERIAL 4: 3FA6POHR6DR203253 FORD-FUSION BE SERIAL#: 3FA6POH75FR131172 5NO4911 4 26,324 21,775 4,549 50ODS413 2 26,477 18,852 7,625 FORD-FUSION BE SERIAL#: 3FA6POHR4DR203252 FORD-FUSION BE SERIAL#: 3FMPOHMER333447 50004512 4 25,275 23,819 1,456 50006402 2 24,594 17,511 7,083 FORD-FUSION SE SERIAL#; 3FAHPOH CR382913 FORD-FUSION BE SERIAL#'. 3FA6POH77FR131173 50005944 3 26,627 18,958 7,668 50006411 2 26,477 18,852 7,625 FOR0.FUSION BE SERIAL#: 3FA6POH04ER259603 FORD-FUSION BE SERIAL#', 3FMPOHDOER333454 50006474 2 26,169 18,633 7,537 60005268 3 28,688 23,731 4,957 FORD-FUSION BE SERIAL#: 3FA6POH72FR100106 FORDFUSION BE SERIAL4 3FABPOLU6ER103991 50005265 3 28,688 23,731 4.957 50007375 2 26,103 13,573 12,529 FORD-FUSION SE SERIAL#. 3FA8PoLU6ER103988 FORD-FUSION BE SERIAL#: 3FABPOHD3FR235777 50006400 2 24,594 17,511 7,083 50006359 2 26,392 18,791 7,601 FORD-FUSION BE SERIAL 3FA5P0H73FR131171 FORD-FUSION BE SERIAL#: 3FA6POH75ER294452 50OD6399 2 24,594 17,511 7,083 50003154 5 25,073 25,073 0 FORD-FUSION BE SERIAL 4: 3FA6POH71FR131170 FORD-FUSION BE SERIAL 4! 3FAHPOHGWR116853 50006398 2 24,594 17,511 7,083 50006425 2 26,134 1B,608 7,527 FORD-FUSION BE SERIAL 4: 3FABP0H75FR131169 FORD-FUSION BE SERIAL#: 3FA6P9H79ER381139 50002917 9 17,137 17,137 0 50006414 2 26,477 18,852 7.625 FORD-FUSION BE SERIAL#: 3FAHP0714SR135934 FORD-FUSION BE SERIAL#; 3FA6POHD7ER333502 5DO05266 3 28,688 23,731 4,957 500050&5 4 24,866 20.569 4,297 FORD-FUSION BE SERIAL#: 3FA6POLU8ER103989 FORD-FUSION BE SERIAL#: 3FABPOH78DR216911 50006426 2 26,134 18,608 7,527 50005474 3 24,753 20,475 4,277 FORD-FUSION BE SERIAL#: 3FA6POH75ER381140 FORD-FUSION BE SERIAL P 3FA6POH76ER151862 50005263 3 28,688 23,731 4,957 5000518E 3 25,913 21,435 4,476 FORD-FUSION BE SERIAL#, 3FA6POLU2ER103986 FORD FUSION BE SERIAL#: 3FA6POHR1DR348944 5GOD6360 2 26,392 18,791 7,601 60005189 3 26,913 21,435 4,478 FORD-FUSION BE SERIAL#: 3FAGPOH77ER294453 FORD-FUSION BE SERIAL#'. 3FA6P0HR3DR348945 50005264 3 28,688 23,731 4,957 60005272 3 28,686 23,731 4,957 FORD-FUSION BE SERIAL 4: 3FA6POLU4ER103987 FORD-FUSION BE SERIAL#: YMPOLWER103995 50005943 3 26,627 18,958 7,668 50005271 3 28,688 23,731 4,957 FORD-FUSION BE SERIAL#: 3FA6POHD2ER259602 FORD-FUSION BE SERIAL#: 3FA6POLU1 ER103994 5DO06381 2 24,594 17,511 7,083 50005088 4 24,911 20,606 4,305 FORD-FUSION BE SERIAL 4: 3FAOPOH76FRI31178 FORD-FUSION BE SERIAL#: 3FASPOH73DR216914 50006380 2 24,694 17,511 7,083 50005086 4 24,866 20,569 4,297 FORD-FUSION BE SERIAL#: 3FA6POH74FR131177 FORD-FUSION BE SERIAL#: 3FA6POH7MR216912 50006379 2 24,594 17,511 7,083 50003044 7 20,655 20,655 0 FORD-FUSION BE SERIAL#. 3FABPDH72FR131176 FORD-FUSION BE SERIAL#: 3FAHPOHA6AR242732 50006378 2 24.594 17,511 7,083 50005468 3 24,798 20,512 4,285 FORD-FUSION BE SERIAL 3FA6POH70FR131175 FORD-FUSION BE SERIAL#: 3FA6POH73ER151872 50005942 3 26,627 18,958 7,668 50005471 3 24,798 20,512 4,285 FORD-FUSION BE SERIAL#: 3FA6POHDOER259601 FORD-FUSION BE SERIAL#'. 3FA6POH79ER151875 5NO6412 2 26.477 18,852 7,625 50003088 6 20,753 20,753 0 FOR0.FUSION BE SERIAL#: 3FASPOHD6ER345365 FORD-FUSION BE SERIAL#: 3FAHKHA2AR324294 500063T7 2 24,594 17,511 7,083 50003089 6 20,761 20,761 0 FORD-FUSION BE SERIAL#: 3FABPOH79FR131174 FORD-FUSION BE SERIAL#: 3FAHP0HG1AR133101 5GOD6423 2 26,134 18,608 7,527 50003090 6 19,458 19,458 0 FORD-FUSION BE SERIAL#: 3FA6POH75ER381137 FORD-FUSION BE SERIAL#: 3FMPOHAGAR344970 50OD6420 2 26,299 18,725 7.574 50005473 3 24.753 20,475 4,277 FORD-FUSION BE SERIAL#. 3FA6POH77ER345353 FORD-FUSION BE SERIAL 4: 3FABKH74ER151081 ALL INFORMATION"ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATEDOTHERWISE Page 114 of 120 _ __ ... ..........,052 ,,,,, .... ,.,.. ,,, ..._.511612017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT ....... ................................................ Motor Vehicle Recon Acct Motor Vehicle Recon Acct -_ ----_ , - 1 11 11 1 1111 "I'll.. _. _�I I� 11 1 .1 .......I............ ... ASSET# AGE/YRS COST ACCUMDEPIR BOOKVALUE ASSET# AGENKS COST ACCUMDEPR BOOKVALUE 50005087 4 24,911 20,606 4,305 50005490 3 28,862 23,874 4,987 FORD-FUSION BE SERIALM 3FA5PDH71DR216913 FORD-FUSION BE SERIAL* 3FA(I OLUXER15947O 5000011 4 24,469 23,060 1,409 50005489 3 28,862 23,874 4,967 FORD-FUSIONSE SERIAL 4 3rAHPOHA3CR449730 FORD-FUSION BE SERIAL# 3FABPOLU8ER159477 500051115 3 25,913 21,436 4,478 50008865 1 25,653 5,131 20,523 FORD-FUSION BE SERIAL#. 3FA6POHR6DR348941 FOR6FUSION BE SERIAL* 3FACPOH78GR308931 50005184 3 25,913 21,435 4,478 50008863 1 26,371 5,274 21,097 FORD-FUSION BE SERIAL 4: 3FABP0"R4DR348940 roRD-FUSION SE SERIAL#. 3FA6POHD9GR308958 500051133 3 25.913 21,435 4,478 50008862 1 26,371 5,274 21,097 FORD-FUSION BE SERIAL M 3FA6POHRBDR348939 FORD-FUSION BE SERIAL* 3FABPOHDXGR308905 60007374 2 26,103 13,573 12,529 50008864 1 26,371 5,274 21,097 FoRDI SERIAL 4 3FA6P0HD4FR228353 FORD-FUSION BE SERIAL A 3rAfiF`0HD6GR308917 6W07373 2 26,103 13,573 12,529 60008901 1 7,200 1,440 5,760 FORD-FUSION BE SERIAL 9: 3FABP0KD2FR228352 FORD-FUSION BE SERIAL# 3FAI1P0HAXCRI70260 50005187 3 26,913 21,435 4,478 50006902 1 26,455 5,291 21,164 FORD-FUSION SE SERIAL M 3rA6P)HRXDR348943 FORD-FUSION BE SERIAL#. 3FA6POH7XGR308929 50005978 3 26,047 18.545 7,501 50008903 1 26,455 5,291 21,164 FORD-FUSION BE SERIAL#r 3FA6POHDOER273319 FORD-FUSION BE SERIAL M 3FAUPOH78OR308920 50005469 3 24,798 20,512 4.285 50008904 1 27,173 5,435 21,739 FORD-FUSION BE SERIAL 4: 3FA6KH75ER151873 FORD-FUSION SE SERIAL# 3FABPO"DOGR308914 5ND4610 4 24,469 23,060 1.409 5000B905 1 27,173 5,435 21,739 FORD-FUSION BE SERIAL#: 3FAHPORA7CR449729 FORD-FUSION BE SERIAL 0: 3FA6FK)HU2GR308915 50004608 4 24.469 23,D60 1,409 50008906 1 12,500 2,500 10,0130 FORD-FUSION BE SERIAL# 3FMnHA3GR49727 FORD-FUSION BE SERIALM 3FA6POH78ER381133 50005947 3 26,627 18,958 7,66E 50008909 1 7,200 1'440 5,760 FORD-FUSION BE SERIAL P 3FA6MMDXFR259606 FOR FUSION BE SERIALM 3FAHPOHMCRI57173 50005946 3 26,627 18,958 7,668 50008912 1 27,718 5,544 22,175 FORD-FUSION BE SERIAL 4 3FA6POHD8ER25%05 FORD-FUSION BE SERIAL# 3FABPOHDXGR308936 50005091 4 24,911 20,606 4,305 50008817 1 26,847 6,369 21,478 FORD,FUSION BE SERIAL# 31FASP01175DR2596153 FORD-FUSION BE SERIAL# 3FA6P0HD4OR180483 50005945 3 26.627 18,958 7,668 50008913 1 27,505 5,501 22,004 FORD-FUSION BE SERIAL M 3FMPOHE)6EFZ259604 FORD-FUSION BE SERIAL M 3FASPOHDIGR308937 50007372 2 26,103 13,573 12,529 50008914 1 25,010 5,002 20,008 FORD-FUSION BE SERIAL# 3FMP0HWFR228351 FORO-FUSION BE SERIAL# 3FA6FTH74GR240207 50005057 4 26,200 21,673 4,527 50008940 1 12,071 2,414 9,657 FORD-FUSION BE SERIAL P 31FABPOH72DRI33541 FORD-FUSION BE SERIAL M 3FA6POLU6ER159476 50004910 4 26,324 21,775 4,549 50008911 1 27,718 5,544 22,175 FORD-FUSION BE SERIAL 4: 3FABPDHUDWO3251 FORD-FUSION BE SERIAL 9 3FA6POHD6GR30B965 50003157 5 22,435 22,435 0 50009306 0 9,229 1,846 7,383 FORD-FUSION BE SERIAL#. 3FAHPOHAOCRI79192 FORD-FUSION BE SERIAL* 3FA6POHR4DR269722 50005270 3 28,688 23,731 4,957 50008729 1 10,910 5,673 5,237 FORD-FUSION BE SERIAL M 3FMPOLU)(ER103993 FORD-FUSION BE SERIAL* 3FA6POH71DR380193 50003163 5 23,987 23,987 0 50009021 1 26,672 5,334 21,338 FORD-FUSION BE SERIAL 9: 3FAHPOHG7CRI51346 FORD0.FUSION SE SERIAL#: 3FABPOH70GR308941 50003152 5 23,987 23,987 0 50009020 1 26,450 5,290 21,160 FORD-FUSION BE SERIAL#; 3FAHPOHG5CR151345 FCRD-FUSION BE SERIAL M 3FA6POH76GR388536 5NO3160 5 22,795 22,796 0 50009019 1 26,065 5,213 20,852 FORD-FUSION BE SERIAL# 3FAHKHAXGRI44712 FORD-FUSION BE SERIAL 4: 3FA6POH71GR308950 50003149 5 22,698 22,698 0 50009016 1 26,065 5,213 20,852 FORD-FUSION BE SERIAL 4: 3FAHPORMCR109263 FORD-FUSION BE SERIAL M 3FA6POH75GR30BM9 50005058 4 26,317 21,770 4,548 50009017 1 26,065 5,213 20,852 FORD-FUSION BE SERIAL M 3FA6P0H7)(DR276990 FORD-FUSION BE SERIALM 3FA0P0H73GR30B94B 50007960 2 16,500 8,580 7.920 50009016 1 26,065 5,213 20,852 FORD-FUSION BE SERIAL#: 3FABPGLUSER103992 FORD-FUSION BE SERIAL#. 3FA6F0H71GM08947 5NO5491 3 2B.862 23,874 4,987 50009015 1 26,065 5,213 20,852 FORD-FUSION BE SERIAL#; 3FAGFIDLUIER159479 FORD-FUSION BE SERIAL 3FA6P0H7XGR308946 ALL INFORMATION ON THIS REPORT SHOULDBE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE .............. Page 115 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FAIR LEASE Consolidated EQUIPMENT DETAIL REPORT ... ......... Motor Vehicle Recon Acd _ Motor Vehicle Recon Acct ASSET# AGEIYRS COST ACCUM DEPR BOOKVALUE ASSET# AGNYRS COST ACCUM DEPR BOOKVALUE ._... _____ .. ......� ___-.___ __.___ ....., ,........, ........._ 50009014 1 26.065 5,213 20,852 50008417 1 215,000 13,520 12,480 FORD-FUSION SE SERIAL#, 3FABPOH78OR308946 FORD-FUSION SE SERIAL#: 3rA6POH77GR100152 50008819 1 26.143 5,229 20,914 50008418 1 26.000 13,520 12,480 FORD-FUSION SE SERIAL#'. 3FMPOH74OR180476 FORD-FUSION SE SERIAL#: 3FA6PUH79GR100163 50008687 1 13,500 7,020 6,480 50008419 1 26,025 13,533 12,492 FORD-FUSION SE SERIAL#: 3FA6P0HR3DR2234B9 FORD-FUSION SE SERIAL 3FAW01175GR100134 50008B21 1 25,592 5,116 20,474 50008420 1 26,025 13,533 12,492 FORDFUSION SE SERIAL : 3FAGPOH76GR308930 FORD-FUSION SE SERIAL#: 3FMPOH77GRIOOIM 5000BB12 1 26,683 5,337 21,347 50006421 1 26,710 13,889 12,821 FORD-FUSION SE SERIAL#: 3FASPOH75GR269027 FORD-FUSION SE SERIAL# 3FA6POHD8GRI24640 50009003 1 10,795 2,159 6,636 50008422 1 26,710 13,889 12,821 FORD-FUSION SE SERIAL#: 3FA6POH73DR269659 FORD-FUSION SE SERIAL 3FA6P0HDXGR124841 50008813 1 25,740 5,148 20,592 50009967 1 26,229 5,246 20,983 FORD-FUSION SE SERIAL#: 3FA6P0H78GR277504 FORDFUSION SE SERIAL k 3FA6P0H72GR388534 50008814 1 26,947 5,369 21,478 50005448 1 26,951 14,014 12,936 FORD-FUSION SE SERIAL#: 3FA6POH132GR16D651 FORD-FUSION SE SERIAL#. 3FASPOHD1GR124S42 50008815 1 26.847 5,369 21,47E 50008413 1 26,395 13,725 12,669 FORD-FUSION SE SERIAL : 3FABPOHDBGR18D429 FORD-FUSION SE SERIAL#. 3FAII OHDWFR 9853 50008816 1 26,847 5,369 21,470 50008W 1 25,464 5,093 20,371 FORD-FUSION SE SERIAL#. 3FA6POHD5GR160430 FORD-FUSION SE SERIAL#', 3FA6P1)H71GR388525 50008965 1 25,464 5,093 20,371 50008952 1 25,464 5,093 20,371 FORD-FUSION SE SERIAL#'. 3FA6POH74GR388535 FORD-FUSION SE SERIAL#. 3FA6POH79GR388532 50008B18 1 26,863 5,373 21,490 50009206 0 12,196 2,439 9,757 FORD-FUSION SE SERIAL#: 3FA6P0HD9GR180432 FORD-FUSION SE SERIAL#: 3FMP0LU4ER159475 50008943 1 25,464 5,093 20,371 50DO8986 1 26,149 5,230 20,919 FORD-FUSION SE SERIAL 3FA5POH76GR386523 FORD-FUSION SE SERIAL#: 3FA6POH70GR388533 60008820 1 26,499 5,300 21,199 50008407 1 25,052 13,027 12.026 FORD-FUSION SE SERIAL#: 1FA6POHD3G5126725 FORD-FUSION SE SERIAL#: 3FA6POH72GR198944 60009013 1 26,065 5,213 20,852 50008949 1 25,464 5,093 20,371 FORD-FUSION SE SERIAL#: 3FA6POH76GR308944 FORD-FUSION SE SERIAL#: 3FABPUH79GR388529 50008415 1 26,000 13,520 12,450 50008390 1 27,122 14,104 13,019 FORD FUSION SE SERIAL#: 3FA6POH71GR100132 FORD-FUSION SE SERIAL# 3FABPOH03FR269850 50008403 1 25.052 13,027 12,025 5000B948 1 25,464 5,093 20,371 FORD-FUSION SE SERIAL FORD-FUSION SE SERIAL#: 3FA6P0H77GR368528 50008404 1 25,052 13,027 12,025 50008376 1 25,061 13,032 12,029 FORD-FUSION SE SERIAL#'. FORD-FUSION 9E SERIALM 3FA6POH71GRI60721 50008944 1 25,464 5,093 20,371 50008960 1 25,464 5,093 20,371 FORD-FUSION SE SERIAL#. 3FA6P0H7XGR38S524 FORD-FUSION SE SERIALM 3FA6P0H75GR388530 5MOB406 1 25.052 13,027 12,025 50008946 1 25.464 5,093 20,371 FORD-FUSION SE SERIAL# FORD-FUSION SE SERIAL 3FAWOH73GR388526 60006951 1 25,464 5,093 20,371 60008376 1 25,316 13,164 12,152 FORD-FUSION SE SERIAL#: 3FA6POH77GR388531 FORD-FUSION SE SERIAL#: 3FA6POH74GR160695 50008408 1 25,052 13,027 12,025 50008379 1 25,316 13,164 12,152 FORD-FUSION SE SERIAL#: 3FA5POH74GR198945 FORD FUSIONSE SERIAL#: 3FA6P0H7XGR160748 50008409 1 25,062 13,027 12,025 50008380 1 25,316 13,164 12,152 FORD-FUSION SE SERIAL M 3FA6P0H76GR198946 FORNFUSION SE SERIAL#', 3FA6P0H76GR160696 50005410 1 25,052 13,027 12,025 50008381 1 25,771 13,401 12,370 FORD-FUSION SE SERIAL#: 3FA6POH70OR198947 FORD-FUSION SE SERIAL#', 3FA6F)HD7GR160728 5000B402 1 25,052 13,027 12,025 50006382 1 26,276 13,664 12,613 FORDFUSION SE SERIAL#', FORD-FUSION SE SERIAL#'. 3FA6POHD3GR1607% 50008414 1 26,000 13,520 12,480 50006385 1 27,173 14,130 13,043 FORD-FUSION SE SERIAL#. 3FA6POH7XGR100131 FORD-FUSION SE SERIAL#: 3FA6P0HD5FR269m1 50008405 1 25,052 13,027 12,025 50008386 1 26,905 13,991 12,914 FORD-FUSION SE SERIAL#: FORD-FUSION SE SERIAL#: 3FA6POH72FR269834 5000B416 1 26,000 13,520 12,480 50008307 1 26.905 13,991 12,914 FORD-FUSION SE SERIAL : 3FMPOH73GRI00133 FORD-FUSION SE SERIAL#: 3FA6POH74FR269835 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE --- -- Page 116 of 120 052 5/15/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT o r n Ac c t Motor Vehicle Recon Acct t vehIlcieiiec; ASSET# AGENRS COST ACCUMDEPIR BOOKVALUE ASSET# AGEiYRS COST ACCUMDEPIR BOOKVALUE ...........1-1 ____------1-1- ---------------.1-------------------11-1-1-1-11,11- 50008398 1 26.905 13,991 12,914 50003123 6 20,964 20,954 0 FORD-FUSION BE SERIALM 3FABPDH76FR269836 FORD-FUSION SEL SERIAL#: 3FAHPOJAlBR331300 50008389 1 27.122 14,104 13,019 50004533 4 26,645 26,995 1,650 FORD-FUSION BE SERIAL 31FASPORD71FIR269849 FORD-FUSION SEL SERIALM 3FAHPOJG2CR445604 50008947 1 25,464 5,093 20,371 50003124 6 20,954 20,954 0 FORD-FUSION SE SERIAL 3FA6POH75GR3M27 FORD-FUSION GEL. SERIAL* 3FMPOJA3BR331301 5DOM16 4 28,602 23,659 4,942 50003151 5 24.90 24,948 0 FORD-FUSION BE HYBRID SERIAL 3FMPOLU3DR221556 FORD-FUSION SEL SERIAL#: 3FAHPOJAICR1151347 50004919 4 28,602 23,659 4,942 50003118 6 20,954 20,954 0 FORD-FUSION BE HYBRID SERIALM 3FA6POLUODR221555 FORD-FUSION SEL SERIAL#'. 3FMPOJAIER331295 50004922 4 28,552 23,618 4,934 50003032 a 18,517 18.517 0 FORD-FUSION BE HYBRID SERIAL# 3FA6POLUODR221548 FORD-FUSION SEL SERIAL#. 3rAHPOJA2AR127359 50004923 4 28,552 23,618 4,934 600045U 4 28,646 26,995 1,650 FORRFUSION BE HYBRID SERIAL 0: 3FMPOLU210 2 1549 FORD-FUSION SEL SERIAL# 3FAHMG4CR445605 50004924 4 28.602 23,659 4,942 50003143 5 22,198 22,198 0 FORD-FUSION BE HYBRID SERIAL R: 3FA6POLU2DR221552 FORD-FUSION SEL SERIAL#: 3FAHPDJGGBR343943 60004917 4 28,602 23,669 4,942 50003144 5 22,591 22,591 0 FORD-FUSION SE HYBRID SERIAL# 3FA6POLUIDR221557 FORD-FUSION SEL SERIAL#: 3FAHPOJGOBR343944 50004918 4 28,602 23,659 4,942 50003155 5 26,693 26,693 0 FORD-FUSION BE HYBRID SERIAL#: 3FA6POLUXDR221556 FORD-FUSION GEL SERIAL M 3FAHPGJA8CR125467 50009208 0 9,654 1,931 7,723 50003125 6 20,954 20,954 0 FORD-FUSION BE HYBRID SERIAL#'. 3FAVOLU1DR221543 FORD-FUSION SEL SERIAL 4: SFMKJMBR331302 50003015 8 18'e09 18,909 0 50008969 1 5,789 1,158 4,631 FORD-FUSION SEL SERIALM 3FAHPDJA4AR127363 FORD-FUSION GEL SERIAL#: 3FAHPOUA9AR127360 GN03016 8 18,517 18,517 0 50003100 6 22,072 22,872 0 FORD-FUSION GEL SERIALM 3FAHPUA6AR127364 FORD-FUSION SEL AWD SERIAL#: 3FAI-IFOCGXAR4II355 50003014 a 18.517 18,517 0 50003081 6 23,593 23,593 0 FOROTUSION SEL SERIAL 9: 3FAHPGJA2AR127362 FORD-FUSION SEL AWD SERIALM 3FAHPOGG2AR404237 5003011 8 18,517 18,517 0 50003M 6 22,871 22,871 0 FORD-FUSION SEL SERIAL#: 3FAHPDJA9AR127357 FORD-FUSION SEL AWD SERIAL# 3FAHPI)COSAR411354 50004532 4 28,645 26,995 1,650 50003080 6 23,593 23,593 0 FORD-FUSION SEL SERIAL 4: 3FAHPOJGOCR445603 FORD-FUSION SEL AWD SERIAL#', 3FAHPOOGOAR404236 50003102 6 22,291 22,291 0 50003098 6 25,601 25,601 0 FORD-FUSION GEL SERIAL#. 3FAHPOJG4BR109211 FORD-FUSION SPORT SERIAL#: 3FAHP0KC9ARI SM3103 6 22,291 22.291 0 50002943 9 19,912 19,912 0 FORD-FUSION SEL SERIALM 3FAHP)JG6I3R109212 FORD-TAURUS SERIAL 4: IFAHP24W30G157846 50003010 8 18,517 18,517 0 50002940 9 19.912 19,912 0 FORD-FUSION SEL SERIALM 3FAHPDJA7AR127366 FORD-TAURUS SERIALM IFAHP24W26GI57054 50003104 6 22,291 22,291 0 500031345 7 24,187 24,187 0 FOR0.FUSION SEL SERIALM 3FAHP0JO8BR1N213 FORD-TAURUS SERIAL 9: IFAHP2EW6AG121810 50,003007 8 20,519 20,519 0 50003025 8 22,513 22,513 0 FORD-FUSION SEL SERIAL#: 3FAHP00159RIS6772 FORD-TAURUS SERIALM 1FAHP27N19G123a7I 50003158 5 23,305 23,305 0 50002957 9 21,009 21,089 0 FORD-FUSION SEL SERIAL#: 3FAHPGJA9CRIO1196 FORD-TAURUS SERIAL#'. 1FAHP24WI80148143 60003159 5 24,438 24,438 0 50003024 6 22.513 22,513 0 FORD-FUSION SEL SERIALM 3FMPOJ66CRI79083 FORD-TAURUS SERIAL#', IFAHP27WX9GI23870 50DO4530 4 28,645 26,995 1.650 50002949 9 19,912 19,912 0 FORD-FUSION SEL SERIALM 3FAAP0JG7CR"560I FORD-TAURUS SERIAL#: IFAHP24W68GI57498 50OD4531 4 28,645 26,995 1,650 50002942 9 20,169 20,169 0 FORD,FUSION SEL SERIALM 3FAHPGJG9CR445602 FORD-TAURUS SERIALM IFAHP24W76GI55608 60003120 6 20,954 20,964 0 50002941 9 19,912 19,912 0 FORD-FUSION SEL SERIAL#: 3FAHPDJA55RM1297 FORO-TAURUS SERIAL 0: 1FAHP24WX8G157830 50003121 6 20,954 20,954 0 500051559 3 34,367 24,469 9,898 FORD-FUSION SEL SERIAL#: 3FAHPGJA7BR&H296 FORD-TAURUS SERIALM IFAHP2E84DO199212 50003122 6 20,954 20,954 0 50003022 a 22.513 22,513 0 FORD-FUSION SEL SERIAL 9: 3FAHROJA9BR331299 FORD-TAURUS SERIALM IFAHWW19,3123868 ALL INFORMATION ON THIS REPORT SHOULDBE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE .......................... ............................................................ .......... ....................................... Page 117 of 120 052 5115/2017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle k9con Acct U r Motor Vehicle Recon Ace ASSET# AGENRS COST ACCUM DEPR BOOK VALUE ASSET# AGENRS COST ACCUMDEPR BOOKVALUE ................. ......... .................... 50004-429 4 35,353 33,317 2,036 50003073 7 25,659 25,659 0 FORD-TAURUS SERIAL 4 1FAHP2FW9CGI43584 FORD-TAURUS SEL SERIAL 9: 1FAHP2EWBAG154249 50000137 6 10,000 10,GD0 0 50003075 7 27,405 27,405 0 FORD-TAURUS SERIAL# 1FA1P24W780156666 FORD-TAURUS SEL SERIALM 1FAHP2EWOA0129538 50002951 9 20,188 20,188 0 50003076 7 26,560 26,560 0 FORD-TAURUS SERIAL# 1FAHP24W48G157886 FORD-TAURUS SEL SERIALM IFAHP2EW8AGIE7751 50008652 1 13,300 6,916 6,384 50003078 7 23,857 23,857 0 FOR0.TAURUS SERIAL* 1FAHP2EW3CG126278 FORD-TAURUS SEL SERIALM IFAHP2EW6AG156081 50005164 3 31,900 26,387 5,512 BOOD4666 4 8,800 6,293 507 FOR0.TAURUS AWD SEL SERIAL# 1FAHP2H82EG100B19 FOR0.TAURUS SEL SERIALM 1FAHP24W88GI83258 50005166 3 31,900 26,387 5,512 50003083 6 26,544 26,544 0 FORD-TAURUS AWO SEL SERIAL 0 IFA11P21180EGION21 FORD-TAURUS SEL SERIALM 1FAHP21EW3AG153977 50005165 3 31,900 26,387 5.512 50003027 8 20,954 20,954 0 FORD-TAURUS AWD SEL SERIAL#: IFAHP21189EG100620 FORD-TAURUS SEL SERIAL# 1FAhP24W39G123875 5D005167 3 31.900 26,387 5.512 50003095 6 24,072 24,072 a FORD-TAURUS AWD SEL SERIALM IFAHP2H62EGI00822 FORD-TAURUS SEL SERIAL#: IFMP2EW46GI07706 50003042 7 37,301 37,301 0 50003106 6 26,966 25,966 0 FORD-TAURUS LIMITED SERIAL 4 1FAHP2JWBAG109009 FORD-TAURUS SEL SERIALM IFAHP2EWSBG110932 50003040 7 28,002 28,002 0 50003132 6 29,087 29,087 0 FORD-TAURUS LIMITED SERIAL 4; 1FA1IP2JW7AG102973 FORD-TAURUS SEL SERIAL 4: 1FAHP2EW3SG152653 50002960 9 24,389 24,389 0 50003140 5 24,413 24,413 0 FORD-TAURUS LIMITED SERIAL 4 1FAHP25W48G174878 FORD-TAURUS SEL SERIAL#! 1FAHKEW0BG167425 50005163 3 31,999 26,469 5,529 50003141 5 24,413 24,413 0 FORD-TAURUS SEL SERIAL 4 1FAI1P2E92DG234998 FORD-TAURUS SEL SERIALM UFAHNEW213G187426 50005948 3 31,184 22,203 8,981 50003145 5 24,163 24,163 0 FOR6TAURJS SEL SERIAL 9: 1FAHP2E9XEG156228 FORD-TAURUS SEL SERIALM 1FAHNIEW813,3187401 50005949 3 31,184 22,203 8,981 50003146 5 24,163 24,163 0 FORD-TAURUSSEL SERIAL P 1 FAHP2E91EG1 56229 FORE-TAURUS SEL SERIALM IFAHP2EW5BG187405 50005162 3 31,999 26,469 5,529 50006383 2 24,909 17,735 7,174 FORD-TAURUS SEL SERIAL 1FAHP2E90DG234997 FORD-TAURUS SEL SERIALM IFAHP2DBXFG117679 50000148 5 24,163 24,163 0 50003148 5 24,163 24,163 0 FORD-TAURUS SEL SERIAL IFAHP2EW6EIG187400 FORD-TAURUS SEL SERIALM IFMP2FWXBG187402 60005950 3 31,184 22,203 8,981 50003079 7 23,856 23,856 0 FORD-TAURUS SEL SERIAL#! IFAHP2E98EG156230 FCRDTAURUS SEL SERIAL 9: IFAHP2EWBAG156062 50006951 3 31,184 22,203 8,981 50002970 a 21,221 21,221 0 FORD-TAURUS SEL SERIAL#. 1FAHP2E9XEG156231 FORD-TAURUS SEL SERIAL 9: IFMP24WMG1528M 50006385 2 24,909 17,735 7,174 50002NO 10 18,348 10,348 0 FORD-TAURUS SEL SERIAL# 1FAHP2D8XFG1I7682 FORD-TAURUS SEL SERIAL#; 1FAHP24W68GI01304 50005927 3 14,500 10,324 4,176 50002869 10 18,348 18,348 0 FORD-TAURUS SEL SERIAL# 1FAHP2EW2CG120049 FORD-TAURUS SEL SERIALM 1FAHF124W88G101305 50000140 7 16,500 16.600 0 50002890 9 18,598 18,598 0 FORD-TAURUS SEL SERIAL k 1FAHP24W69G10R62 FORD-TAURUS SEL SERIAL#: 1FAHP24W38G109232 5G005168 3 32,394 26,796 5,598 60002900 9 19,465 19,465 0 FORD-TAURUS SEL SERIAL C IFAHP2099DG234996 FORD-TAURUS SEL SERIAL#: 1FAHF24W38GI23065 50005169 3 32,044 26,507 5.537 60002903 9 19,894 19,894 0 FORD-TAURUS SEL SERIAL 4 1FMP2E97DG23I4995 FORD-TAURUS SEL SERIAL#; 1FAHP24W88G121053 50003094 6 24,072 24,072 0 60002928 9 19,727 19,727 0 FORD-TAURUSSEL SERIAL# 1FAHP2EW28G107705 FORD-TAURUS SEL SERIAL# 1FMP24W78G144145 50003035 a 20,711 20,711 0 50002930 9 19,014 19,014 0 FORDTAURUS SEL SERIAL#: 1FMP24W39GI23939 FORD-TAURUS SEL SERIAL#: 1FAHP24W58GI43863 50003036 8 20,954 2C,954 0 50002931 9 19,812 19,812 0 FORD-TAURUS SEL SERIAL#: IFAHP24W19G12556I FORD-TAURUS SEL SERIALM 1 FMP24WO80141 100 5DO03037 7 20,664 20,654 0 50002933 9 20,029 20,029 0 FORD-TAURUS SEL SERIAL 9' IFAHP24W39(3125559 FORD-TAURUS SEL SERIAL 1FAHP24W180128065 50003052 7 24,D95 24,095 0 50003034 8 20.711 20,711 0 FORD-TAURUS SEL SERIALM IFAHNEWAG103384 FORD-TAURUS SEL SERIAL 1FMP24W19G123938 ALL INFORMATION ON THIS REPORT SHOULD-SE TREATED-AS CONFIDENTIAL UNLESS SPECIFICALLY StAitb OTHERWISE ----- Page 118 of 120 052 511512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT F_ jilo"hicieReconAcct Motor VIIIIhiCle itsool n I Acct ............. ....... ASSET# AQEfYRS COST ACCUM DEPIR BOOK VALUE ASSET# AGE1YRS COST ACCUMIDEPIR BOOKVALUE ..................................................... I——....... 50002962 9 19,442 19,442 0 50006384 2 24,909 17,735 7,174 FORD-TAURUS SEL SERIAL* IFAHP24W78GI80560 FORD-TAURUS SEL SERIALM 1FAHP2D88FG117661 50003029 a 20,954 20,954 C 50000141 0 5,334 1,067 4,267 FORD-TAURUS SEL SERIAL 4. IFAHP24WX9G123S73 FORD-TAURUS SEL SERIAL# 1FAHP24W98G180578 50002981 8 19.517 19,517 0 50003019 8 22,263 22,263 0 FORD-TAURUS SEL SERIAL 9 1FAHP24W28G164651 FORD-TAURUS SEL AWD SERIAL#. 1FAHP27W49G123864 50002991 8 21,014 21,014 0 50006405 2 32,468 23,117 9,351 FORD-TAURUS SEL SERIAL#: 1FA1F24W29G100569 FORD-TAURUS SEL AWD SERIALM IFAHP2H82FG119422 50002995 8 25,121 25,121 0 500064D4 2 32,468 23.117 9,351 FORD-TAURUS SEL SERIAL#; 1FAHP24W98G178276 rORD.TAURUS SEL AWO SERIAL 4: 1FMP2H80FG119421 50003000 a 20,714 20,714 0 50006403 2 32,468 23,117 9,351 FORD-TAURUS SEL SERIAL 4 1FMP241NS9G10T753 FORD-TAURUS SEL AWO SERIAL 0: IFAHP2H89FG119420 50003001 8 20,714 20,714 0 50003111 6 25.000 25.000 0 FORD-TAURUS SEL SERIALM IFAJIP24WX901OT754 FORD-TAURUS X SERII IFINDKWIN68GA39407 5DG03003 8 20,713 20.713 0 50006798 1 37,002 7,400 29,602 FORD-TAURUS SEL SERIAL# 11FMR24IN49(110T48 FORD-TRANSIT 150 WAGON SERII IFMZK1YM4GKA07428 50003004 8 20,713 20,713 C 50008799 1 39,949 7.990 31,959 FORD-TAURUS SEL SERIALM 1FAHP24W69G107749 FORD-TRANSIT 150 WAGON SERJAL#: 1FMZK1ZG3FIA12210 50003026 a 20,954 20,954 0 50008797 1 40,386 8,077 32,309 FORD-TAURUS SEL SERIAL 1FAHIP24W5913123676 FORD-TRANSIT 1W WAGON SERIAL* 1FMZK1YMI 50003165 5 25,859 25,859 0 50008800 1 42,521 8,504 34,017 FORD-TAURUS SEL SERIAL 1FAHP2EW5CG120045 FORD-TRANSIT 150 WAGON SERIAL* IFMZKIZGBGKA269M 50002959 9 21,859 21,1159 0 50008801 1 39,008 7,802 31,206 FORD-TAURUS SEL SERIAL 4- IFAHP24W78G158215 FORD-TRANSIT IM WAGON SERIALM IFMZKIYM3GKA04780 50004614 4 29,566 27,863 1,703 50004553 4 26,709 25.171 1,536 FORD-TAURUS SEL SERIAL# 1FMnE67DG154507 FORD-TRANSIT CONNECT XLT WAGON SERIALM NM0KSSBN8CT109709 50006072 3 32,096 22,852 9,244 50004397 5 32,621 30,742 1,879 FORD-TAURUS SEL SERIALM 1FA1P2E84EG108862 MIDWAY FORD SERIALM IFTPF1CT7BKF23013 5WO4552 4 30,557 28,797 1,760 50004395 5 32,621 30,742 1,879 FORD-TAURUS SEL SERIAL k 1FA4P2EW%CG120023 MiDWAYFORD SERIAL#: IFTPF1CT3BKE23011 50003147 5 24,163 24,163 0 5GOD4393 5 36,8645 34,743 2,123 FORD-TAURUS SEL SERIAL 4: 11FAHP EWlB(3187403 MIDWAY FORD SERIAL* 1FMHK808XCGA57177 50003166 5 25,931 25,931 0 500044014 5 33,101 31,194 1,907 FORD-TAURUS SEL SERIALM IFAHP2EWXCG112796 MIDWAY FORD SERIAL* 1FFPFlCTXBKE230D6 5DOM97 4 29,943 28,218 1,725 50OD6117 5 28,788 27,130 1.658 FORD-TAURUS SEL SERIALM IFAHP2E80DG154509 PICKUP,V2T,2X4,SC,FOR0 12 SERIALM 1FTFX1CT9BI<E20630 50006374 2 29,948 21,323 8,625 50006115 5 28.990 27.320 1,670 FORD-TAURUS SEL SERIAL#: 1FAHP2E8XF0119415 PICKUP,112T,2X4,SC,FORD 12 SERIALM IFTFX1CT5BKE20636 5DO06376 2 29,948 21,323 8,625 60006118 5 29,800 28,084 1,717 FORD-TAURUS SEL SERIAL 4: 1FAHIP21E81FG119416 PICKUP,112T,2X4,SC,FORD 12 SERIAL#: IF7FXlCTOBKE20639 50006376 2 29,948 21,323 8,625 50006148 3 29,421 24,337 5,084 FORD-TAURUS SEL SERIALM 1FAHP2E63FG119417 PICKUP,1f2T,4X2.SC.FORD 13 SERIAL# IFTFX1CT6DKD27778 SWO6382 2 24,9ffl 17,735 7,174 50OD6146 3 29,421 24,337 5,084 FORD-TAURUS SEL SERIAL I FAMP2080F0I 17676 PICKUP, ORD 13 SERIALM 1FTFX1CT3DIKD2M7 50003169 5 25,956 25,956 0 50006147 3 29,421 24,337 5,054 FORD-TAURUS SEL SERIAL 1FAHP2EW9CG114815 PICKUP,1t2T,4X2,SC,FORO 13 SERIALM IFTFX1UIDM27776 50002863 9 18,600 16,600 0 11 5 31,948 30,107 1,840 FORD-TAURUS SEL SERIAL# 1FMP24WX8G10s09 PICKUP,1/2T,4X4,SC,FORD 12 SERIAL#: IFTENIEMICIF014903 60003167 5 25,860 25,860 0 50006112 5 32,458 30.568 1,870 FORD-TAURUS SEL SERIALM 1FAHP2EW7CG106762 PICKUP,1r2T,4X4.SC.FORD 12 SERIALM IFTFX1EF2CF8I4902 50006386 2 24,909 17,735 7,174 BOOD6111 5 31,964 30,123 1,841 FORD-TAURUS SEL SERIAL 4! 1FAHP2D86FG117680 PICKUP.1/2T.4X4,SG,FORD 12 SERIAL* 1FFX1EF8CFA42555 5DO03168 5 25,941 25,S41 a 50006108 5 33,113 31,206 1,907 FORD-TAURUS SEL SERIAL#: 1FAHP2EW4CO103060 PICKUP,1/2T,4X4,sOroR0 12 SERIALM 1FTFX1ET6BKE20643 50004555 4 30,810 29,035 1,775 50006107 5 31,222 29,424 1,798 FORD-TAURUS SEL SERIAL* IFMP2EWOCGI23791 PICKUP,112T4X4,SC,FORD 12 SERIALM 1FrFX1ET4crS02548 ALL WObRmAtibiq ON this REPORT SHOULD 139 TREATED AS CONFIDENTIAL UNLESS S0id_1F1Ii5XECV STATED OTHERWISE. Page 119 of 120 052 5/1512017 EQUIPMENT AVAILABLE FOR LEASE Consolidated EQUIPMENT DETAIL REPORT Motor Vehicle Recon Accit ASSET# AGE('RS COST ACCUM DEPR BOOK VALUE 50006105 5 33,113 31,206 1.907 PICKUP,112TAX41ACTORD 12 SERIAL#: IFTFX1ETOCF802544 50006151 3 31,388 25,964 5,424 PICKUP,1/2T,4JU,SC,FORD 13 SERIAL#: 1FTFX1EF1DKF43733 5WD6150 3 31,388 25,964 5,424 PICKUP,1/2T,4X4,SC,F0RD 13 SERIAL#, 1FTFXIEFXDKF43732 50006162 3 31,388 25,964 5,424 PICKUPI/2T,4X4,SC,F0RD 13 SERIAL#'. 1FTFX1EF3DKF437M W006153 3 31.388 25,964 5,424 PICKUP,II2T,4X4,SC,F0R3 13 SERIAL#: i FTFX1 EFSDKF43735 50006149 3 31.368 25,964 5,424 PICKUP,1/2T,4X4,SO,F0RD 13 SERIAL#: 1 FTFX1 EF8DKF43731 5DD06154 3 32,302 26,720 5,582 PICKUP,314T,4X4,SC,F0RD SERIAL p: IFT7 699ED12638 50006135 4 4,564 4,292 262 PICKUP.V2T,4ME0RD XLU,09 SERIAL#: 1FTPF14V39KA89931 50OD6137 4 4,554 4,292 262 PI0KUP.V2T,4X4,F0RD XLU,09 SERIAL 4: 1FTPF14V59KA89932 50009399 0 9,000 1,80C 7,200 USED-FORD-TAURUS SERIAL#: 11FAHP2KT13DG135665 ___.._...,.m ..., ....._. ,MOTOR VEHICLE RECON ACCT ..,.,. .. .. ...., - ---- _._............... TOTAL• 79,194,886 53,897,997 25,296,888 # Machinery$Equipment # TOTAL- 794,499,428 582,0D6,150 212,493,278 REPORT TOTAL COST ACCUM DEPR BOOK VALUE 794,499,428 582 006 150 212,493 278 ALL INFORMATION ON THIS REPORT SHOULD BE TREATED AS CONFIDENTIAL UNLESS SPECIFICALLY STATED OTHERWISE Page 120 of 120 052 5/15/2017 d i E I I CONTRACTOR'S QUALIFICATION STATEMENT— EXHIBIT 12 SECTION 5 - REFERENCES 5.1 Trade References: Manitowoc Crane Group Wagner Equipment PO Box 21 PO Box 17620 Shady Gove, PA 17256 Aurora, CO 80217 P(717) 593-2130 P(303) 739-3124 F(717) 593-3104 F(303) 739-3302 (Cranes) (Car Parts/Machines) Midway Ford Truck Center, Inc. Gomac Corporation 7601 NE 38th Street PO Box 151 Kansas City, MO 64161 Ida Grove, IA 51445 P(309) 675-1000 P(712) 364-3347 (Ford Vehicles) F(712) 364-3986 (Concrete Paving Equipment) Caterpillar 100 North East Adams Street Peoria, IL 61629 P(309) 675-1000 (Cat Machines/Equipment) 5.2 Bank References: Don Erikson First National Bank of Omaha Corporation & Healthcare Banking Group 1620 Dodge Street, STOP 1029 Omaha, NE 68197 P: (402) 602-3516 F. (42) 938-7499 5.3 Surety Information: 5.3.1 Name of Bonding Company. Travelers Casualty and Surety Company of America 5.3.2 Name and Address of Agent: Midwest Agencies, Inc., 3555 Farnam Street, Omaha, NE 68131, Representative— Traci Sutton — — --........,m _ _.._ _...._ . . --.---- �.__........ 1' iewit BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes I This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date ( -a 244a May 17, 2018), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Kiewit Infrastructure West Co. Bidd is Bu iness Name Signatt/ e of Authorized Official* Jamit�r Wisenbaker Printed Name................ mWYWYW4 Senior Vice President .............................. Title May 17, 2018 Vancouver WA __............ Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. James St Pavement Rehabilitation/Almaroof 27 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within sixty (60) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s 01 , 02 , 03 to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. rr DATE: May 17, 2018 'i ewit Ink structure West Co. NAME OF BID yF Sig 'ture of Authorized Representative Jamie D. Wisenbaker, Senior Vice President (Print Name and Title) 2200 Columbia House Blvd. Address Vancouver, WA 98661 James St Pavement Rehabilitation/Almaroof 28 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 OFFICER'S CERTIFICATE OF KIEWIT INFRASTRUCTURE WEST CO. ("CORPORATION") I, the undersigned, hereby certify that I am the Assistant Secretary of the Corporation, and further certify on behalf of the Corporation that: 1. Jamie D. Wisenbaker ("Signing Officer") is a duly appointed and acting Senior Vice President of the Corporation. 2. The Corporation intends to submit a bid proposal to the City of Kent for the James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.) Project No. 18-3005 (the"Project"). 3, The Signing Officer is authorized to execute and deliver the bid proposal on behalf of the Corporation, and upon award of the Project, to execute and deliver the Project contract and any related documents for the Project. SIGNED on behalf of the Corporation on this 26th day of April, 2018. Kiewit Infrastructure West Co. Okla : Jim J. ilworth Tit] Assist, it Secretary I BID BOND FORD I i i KNOW ALL MEN BY THESE PRESENTS: That we, Kiewit Infrastructure West Co. as Principal, and Travelers Casualty and Surety Company of America ; as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent of Bid (5%of bid) Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.)/Project Number: 18-3005 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 4th AY' OF May 2018. Kiewit nfrastr ture W 9'Co, P CIPAL Jamie D. Wisenbaker, Senior Vice President Travepplers Casualty and Surety Company of Ameica 11 "e /f SU TY Jessica 8ae91r, Attorney-inFact 20 Received return of deposit in the sum of $ James St Pavement Rehabilitation/Alma roof 25 April 18, 2018 Project Number; 18-3005 WngNINq:l'IhlPk nowlEma t�P Arriv5v 15 ulaVAt.PD uuo-FI'O'IJT f�hlE RED aol=mErR� AVW POWER OF ATTORNEY TRAVELER"'J Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company united States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 231153 Certificate No. 007405045 KNOW ALL MEN BY THESE PRESENTS: '['bar FarnnulcLO t Caaualty Company, St, Paul Fire and Marinc Insurance Company, to Paul Guardian Insurance Company, St Paul Mercury Insurance Company,'Travelers Casualty and Sumo, Company,Travelers Casualty unit Surety Company of Amcrtca,and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty insurance Company is it "aporaliou duly organized under the laws of the State ofiowa,and that Fidelity,and Guaranty Insurance Underwntera,Inc.,is it corporation only organized ender the laws of the State of Wisconsin(herein colInctivel)'called the"Companies"j,and that the Companies do herehy make,constitute and appoint Philip G. Uchn,Tammy Pike,Paul A. Foss,Marie Iluggins,Traci Sutton,Joseph Lippert,and Jessica Baehr of the CI of _ ma tech mThair se atone capacity Rusin oP Nebraska ,[hint true and lawful Annmey(s}in-Pact 4 p, P 7 ..,.b — ...,_, ' �if more than one is named above to sign,cCcwtr seal and uluuns ledge any and all hondv,eecognisun us,conditional undertakings and other writings obligatory in the nation,thereof on behalf of the CornpaniCe m their husiness of guaranteeing the fidelity of persons,�uarentceing the per{orrnancc of contracts and execufing or guaranteeing bonds and undertakings required erpereined in any actions or procredags allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to he signed and die.h corporate scats to he hereto affued,this 6th dal of Octotam .. 2017 -.. .. ". ........—_.-. Farmington Casualty Co ill St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company 4d e�w�w�y�cti. �IY y� w� (,o-5iO + 4p{ MMAtE6 .1977 S s a mai°rano`fie 6Mr I State of(o niechcu I B): as✓i.%� ��, Citv of Hartford 55. R.hert L Raney,Senior Vrtie Preslda t On this the 6th _day of G-l.lVbe' 2017.before me personally appeared Robert L.Valley,who acknowledeed himself to be the Senior Vice President oC Fammg[on Casualt} Company, }tdclny and Guaranty Insurance Compan}',Nldehry and Guaranty Insurance Uudenvritecs,Tnc_,SI.Paul Fire and Marine Insurance Company,St.Paul(hurdian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty suit Surety Company,Travelers Casualty, and Surety Company of America,and United States Ilidclity and Guaranty Company,and that he,as ouch,9eing authorized so ro do,executed the fotegoine_ instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. .fit UP My CollimisWhn expires thetnto 30thset my day f June,2(2lCficial seal W°.ti!"' " r .�1 M�+"*"'*✓Ij h _ � ''fb"81.hq W M me c Ienzaalx lVota�yral he 58440-5-16 Printed in U.S.A. WARNING:THIS POWER OF AT70Fi.NGV IS INVALID WITHOUT THE FLED BORDER WARNING:THIS POWER OF AIFORNEY IS INVALID WITHOUT THE RED BORDER 'this Power of Attorney is granted under and by[hc au[horiry oY the following resolutions adopted fly the Boaeds of Dirccmrs of Farmington Casualty Company,Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Undenvriors,Inc.,St. Paul Fire and Marine InsurancC Cornpany,St,Paul Cruudian Insurance Company,St.P:ml Mercury Insurance Company,Travelers Casualty and Surety Company.Travelers Casualty and Surcty Cornpuny of America,and United States Fidelity and Guaranty Company,which msoiutions are now in full force and effect,reading as follows_ RESOLVED. that the Chairman,the President, any Vice Chairman,any Executive Vice Presiders,any Senior Vice President,any Vice President,aoy Second Vice President,the Treasurer,any AssisnmtTl asur,r_the Corporate Secretary or any Assistant Secretary may appoint Anomeys-in-Pact and Agents to act for and on behalf of the Company and may, give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's none and seal with the Company's seal bonds,reeognizmecs,contracts of indemnity,'and other writings obligatory in the nawtn of a band,recognizance,or conditional anserralsing and any of said officers or the Board of Dircetors at any time may remove any such appointee and revolve the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any EXIII d1C Vice President,any Senior Vice President or arty Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed it the office of the Secremn;and it is FUWFRER RESOLVED,that any bond,recuafliza rce,contract of insecurity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Svcoud Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duty attested and sealed with the Company's seal by a Secretary or Assistant Secretaryq or(b)duty executed(tinder scat,if required)by one or mom Attorneys-in-Fact and Agents pursuant to the poster prescribed in his or her cerbfuatc or their cciaticaus Of authority or by one or more Company officers pursuant to a written delegation of authority, and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President any Senior Vice President,any Vice President, any Assistant Vice President, any Secrcali any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Potver of Attorney or to any certificate relating thereto appointing Resident Vioe Presidents,Resident Assistant Secretaries or Atto revs-in-Fact foe purposes only of execuring and attesting bonds and a of rtakinge and other-writings obligatory in the nature thereof,and any.such Powcr of Attorney or certificate beefing Such facsimile signature or facsimile scat shall be valid and binding upon[he Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding On the Company in the future with respect to any bond or understanding to which it is attached„ I,Kevin E.Hughes,[he tmdesstured,Assistant Secretary,of Farmington Casualty Company,Pidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,SL,Paul Fire and Marine Insurance Cornpany,St Paul Guardian Insurance Company,SC Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Sully Company of America,and Untied States Pidelity and Guaranty Company do hereby certify that[lie above and foregoing is a true and correct copy of the Powcr oP Attorney executed by said Companies,which is in full force and cfr'cct and has not been revoked. Z/M IN TESTIMONY WHEREOF,I have hereunto set my haad and'affixed dic seals of said Companies this- day of d o(..(" 20 , �^ _.....______ U Kevin F,Hughes,Assistant 4uCt lnip y,nSayrF �Y p a4. ah'a rxtUA eb""a"aua syary aan r°s+grytlkaly rr 4 uwmcvr'ato traz�� 79'q'�+ hcumnxatm { .. .r0 '" �g wronnrr "r, ' rvmsono,S rum�raro, v Ii pfj 1951 '',t�',,,•. y A S[A Via"' �,58ALvrne earn + {\ e'nm u m &7s yy mcr+5sa fia`. r x ¢ tin '• p ` „ �v , ANI To verify the awhenticl[y of this Powcr of Attorues,Ctdl t-800-421-3880 of contact us at www.travelersbond.com. Picas,rotor nr the Attorney-In-Pact number, the above- arned individuals and at,details of the bond to which the power is attached. e WARNING:THIS POWER OF AEFCIRPIEY I INsdALID Vr"lT4{p T PMC. ECj E34H6EH I CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.) Project Number: 18-3005 NAME OF PROJECT ,,,Kie#t Infrastructure West Co. 7NAE OF BIDDER'S FIRM SIGNATURE OF THORIZED REPRESENTATIVE OF BIDDER Jamie D. Wisenbaker, Senior Vice President James St Pavement Rehabilitation/Almaroof 30 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 This change r r form is for example purposes1 By gubminingi th bidder agrees to be bouind by the terms of this change order form for any change orders. CHANGE ORDEM"t.. NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: jInsert Company Namel ("Contractor") CONTRACT NAME & PROJECT NUMBER:[Insert Name of Original Contract & Project # if applicable] ORIGINAL CONTRACT DATE: (Insert Date Original Contract waa Sianedl This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ _..m._....__... ._......,____ ----------- Applicable WSST Tax on this Change $ Order Revised Contract Sum ........... $ -- James St Pavement Rehabilitation/Almaroof 31 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 .......... . ---------------- Original Time for Completion (insert date) Revised: -t- --—-- - me for Completion un---d_e_r -—- ------------ prior Change Orders (insert date) .............. Days Required (±) for this Change working days Order Revised Time for Completion ----- ------ (insert date) ....................................... ............ In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The par-ties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. ................................. ......------- ..... CONTRACTOR: CITY OF KENT: By: By: (signature) (Signature) Print Name: Print Name: Timothy 3. La,Porte. P.E. Its Its Public Works Director (title) (title) DATE: DATE: ................... APPROVED AS TO FORM. (applicable if Mayor's signature required) Kent Law Department ........... .................................. James St Pavement Rehabilitation/AlmarDof 32 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 BIDDER'S CHIECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................a Orderof Contents.................................................................................0- Invitationto Bid...................................................................................Ev Contractor Compliance Statement........................................................a Date ....................... ....................................................................a Have/have not participated acknowledgment.............................[ Signatureand address ................................................................ra- Declaration - City of Kent Equal Employment Opportunity Policy ........a Dateand signature .....................................................................a Administrative Policy ...........................................................................11- Proposal.......... ....................................................................................B First line of proposal - filled in ....................................................a Unitprices are correct ................................................................[a Minimum bid prices are correct...................................................CY Subcontractor List (contracts over $100K) ..........................................EY Subcontractors listed properly....................................................El Signature ....................................................................................Ca Subcontractor List (contracts over $1 million).....................................Er Subcontractors listed properly....................................................l3 Date and signature .....................................................................12 Contractor's Qualification Statement ...................................................a Complete and notarized ..............................................................ra- Certification of Compliance with Wage Payment Statutes....................a Proposal Signature Page......................................................................[a AllAddenda acknowledged .........................................................E Date, signature and address .......................................................Ca- BidBond Form ..................................................................................... 11 Signature, sealed and dated .......................................................[a Powerof Attorney......................................... . ...........................LAY (Amount of bid bond shall equal 5% of the total bid amount) CombinedDeclaration Form .................................................................L7- Signature ....................................................................................d ChangeOrder Form..............................................................................0 Bidder's Checklist ................................................................................1f The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PEREORMANCE BONE? To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) I KKENI,EOUAL EN-Pl-QYMENT QPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. James St Pavement Rehabilitation/Alma roof 33 May 8, 2018 Project Number: 18-3005 REVISED PER ADDENDUM 2 PAYMENT AND PERFORMANCE BOND tTO CITY CE SCENT Bond No. 106915393 KNOW ALL MEN BY THESE PRESENTS: i That we, the undersigned, Kiewlt Infrastructure West Co. as Principal, and Travelers Casualtv and Suretv Comoanny of America a Corporation organized and existing under the laws of the State of Washington as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $,1..890.135.00 , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sure on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.)/Project Number: 18-3005 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. Jamee St Pavement Rehabllitldtlon/Almaroof 30 April 18, 2018 Project Number: 18-3005 TWO WITNESSES: Kiewit Infrastructure West Co. __...__._ .......— i PRINCIP tr verprincipal's name above) BY: J' :e D.Wisenbaker _Corey Anderson TITLE: enfor Vice President _ DATE: 06/11/2018 DATE: 06/11/2018 _. ._..._....._.__..._.-___....... / A14-1 - CORPORATE SEAL. Michele Stoller PRINT NAME DATE: 06/11/2018 Travelers Casualty and Surety Company of America SURETY �........_.._,..__ CORPORATE SEAL: BY: DATE: 6/11/2018 TITLE: Jessica McGraw,Attorney-in-Fact ADDRESS: 3555 Farnam Street Omaha NE 68131 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Jamie D. Wisenbaker Who signed the said bond on behalf of the Principal Kiewit Infrastructure West Co. of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for an ', behalf of said Corporation by authority of its governing body. SEC TA. Y " "AS$l ANT SECRETARY Ji J. Dilwort , Assistant Secretary .._.-,/ James st Pavement Rehabilitation/Almarour 31 April 18, 2018 Project Number, 13-3005 Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company j POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That Travelers Casualty and Surety Company of America,Travelers Casualty and Surety Company,and St.Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the Slate of Connecticut(herein collectively called the"Companies"),and thatthe Companies do hereby make,constitute and appoint Philip G.Dehn,Tammy Pike,Paul A.Foss,Marie Huggins,Traci Sutton,Joseph Lippert,and Jessica McGraw,of Omaha, Nebraska,their true and lawful Attorney-in-Fact to sign,execute,seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to resigned,and their corporate seals to be hereto affixed,this 3rd day of February,2017. ��srrgr"".one a^"rxwa• WdFNtgV py��WMFPrm, k%4fiFlMb. " GN^i0Y,4M State of Connecticut .. " BY _ City of Hartford as. Robert L.Raney,Sehlor Vice President Cn this the 3rd day of February,2017,before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof,I hereunto set my hand and official seal. p,tikP My Commission expires the 30th day of June, 2021 7;tpO.fwt. 1r °ueb'o * eMarle O.Tetreaull,Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casually and Surety Company of America, Travelers Casualty and Surely Company, and St. Paul Fire and Marine Insurance Company, which resolutions are now in full force and effect,reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary, and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or(b)duly executed(under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority;and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary,any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future Wth respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St, Paul Fire and Marine Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which remains in full force and effect. Dated this uth day of ]ure 2010 yj yswirip 11 Nd+lir6le, 7 xp3rrFnr�U6' Lr.WN+A2r ,. vNw. c eosuj,� / � f� r ♦y G-^' 1 �Kevvin E.Hughes,Assil tarot Secretary To verify the authenticity of this Power ofAttorney,please calf us at 1-600-421-38l Please refer to the above-named Attorney-in-Fact and the details of the bond to which the power is attached. CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and _ Kiewit Infrastructure West Co. organized under the laws of the State of Delaware located and doing business at 2.Ppn rniumnia, House Blvd, Vancouver WA 9861 ("Contractor"). WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1 . The Contractor shall do all work and furnish all tools, materials, and equipment for: James Street Pavement Rehabilitation (Central Ave. N. to Clark Ave. N.)/Project Number: 18-3005 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2018 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2018 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within sixty (60) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. 2, The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. James St Pavement Rehab I Cation/Almaroof 32 April 18, 2018 Project Number: 18-3005 5, Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competentjurisdiction determine that this contract is subject to RCW 4,24,115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, empioyees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER I_NDUSTRI'.AL INSURA,(VC , TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION, THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7, The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19,122, including utilization of the 'one call" locator service before commencing any excavation activities, lames st Pavemont Rehabilitation/Almarcof 33 April 18, 2018 Project Number: 18-3005 CITY "OF KENT DANA RALPH, MAYOR DATE:, ATT T: _r _ KIM ERLEY . KOMOTO, CIV CLERK APPROVED AS TO FORM: KENT LAW DEPARTMENT CONTRAC t BY: PRINT NA E: Jamie D, Wisanhaker TITLE: Senior Vice President DATE: 06/11/2018 James St Pavement Rehabilitation/Almaroof 34 April 18, 2013 Project Number: 18-3005 EXHIBIT A INSURANCE REQU I R;EIVIENTS FOR. CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A, Minimum Scope of I insurance Contractor shall obtain insurance of the types described below: 1 , Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Wgrkers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1 . Commercial Gener a, Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. James St Pavement Rehabilitation/Almaroof 35 April 18, 2018 Project Number: 18-3005 I EXW 1 B I T A (Continued) 2. Autownoblle Liability insurance with a minimum combined single limit for bodily injury and property damage of $1 ,000,000 per accident. C. Other 6 nsusrarl Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1 . The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. James St Pavement Rehabilitation/Almaroof 36 April 18, 2018 Project Number 18-3005 i EXH M B i T A (Continued) F. Acceptability of insurers 'r Insurance is to be placed with insurers with a current AM, Best rating of not less than AM I. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. James St Pavement Rehabilitation/Almaroof 37 April 18, 2018 Project Number: 18-3005 S- •e Sc= ( ravenienr FrAlabi llal-Zor 1pY" ,r't lao- lu soos k._..,-- ffi CERTIFICATE OF LIABILITY INSURANCE °ATsfi,za� ' �► r�ry THIS CERTIFICATE IS ISSUED AS AMATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such enclorsement(s). PRODUCER Midwest Agencies, Inc. NAMEA T TracisNgton 3555 Farnam Street PHONE FAX - Omaha, NE 68131 TA .Nq.c$N ... 4D2.271.2966 uAC A1- 402 271 2997 EMAIL �. .. '. AggmiSs-, .... Tract Sulton Mldwgslaggll(^+eslnc cprry INSURERIBI AFFORDING COVERAGE NAICM _... INSLIRFR A (7Ir1 RP.n11t1IIC Incllran CP('mmnany 24147 ..... -_-- _:... INSURED IN SIIRFRs, Nnrth AmPncAn Snprin IIV InsurRrIfP(.n 29874 Kiewit Infrastructure West Co. "- ." 2200 Columbia House Blvd. NsgRERc Vancouver WA 98661 INSURER D: INSURERS INSURER F COVERAGES CERTIFICATE NUMBER: 42442160 REVISION NUMBER:'. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ---- ___-- -'ADDLSUBR - - " "POLICY EFF "PbOdi?E)[P, -------------------- _ iTR TYPE OF INSURANCE Imcn wvn POLICY NUMBER IMMIDDIVYYYI IMMIDDM'YYI LIMITS A �' COMMERCIAL GENERAL LIABILITY MWZY 312911-18 311/2018 3/112019 EACH OCCURRENCE ENTED R YAMA $2000000 uP TIT' qj CLAIMS MADE ✓ OCCUR SMAGET s2.000000 ✓ Contractual LlabOty _,_ MED ESP(Any one oerscnl $10 000 ✓ XCU Included PERSONAL S ADV INJURY s200p000 _._._._._ ......_._. ................_--_ GEN'L AGGREGATE LIMIT APPLIES PER I GENERALAGG R EGATE $4,000,000 POLICY ✓ GI LOC PRODUCTS,",COMPIOPAGG ,S 4009u000„ A AUTOMOBILE LIABILITY '..MVVTB 312910 111/2/18 311/2/11 COMBINED ARGUE ONE s2000000 IEa agc+Va(111... ....f. ANY AUTC BODILY INJURY(Per person) OWNED SCHEDULED BODILY INJURY(Pereccldenl)I 5 AUTOS ONLY AUTOS HIRED ''. NON-OWNED PROPERTY DAMAGE - AUTOS ONLY AUTOS ONLY (pa[acciown) $ _ S UMBRELLA LIAB ,' OCCUR EXS 2000809 3/1/2018 3/112019 EACH OCCURRENCE rS23.000.000 ✓ EXCESS LIAB CLAIMS MADE (AGGREGATE 523000000 DED ✓ RETENTIGN$N!A $ A WORKERS COMPENSATION MWC 312908 3/1/2018 31112019 ✓ Sllnl urF ANDEMPLOYERS'LIABILITY MVVXS 312909 3/1/2018 3/1/2019 ANYPROPRIETOR/PARTNERIEXECUTIVE V'IN EL EACHACCIDENT $S DBD DBD OFFICERIMEMBER EXCLUDED? � NIA USL&H S,Jones ACT (Mandatory In NH) Stop Gap EL DISEASE EA EMPLOYEE $5.DUr'.D,Q If yes describe urder DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $5000000 DESCRIPTION OF OPERATIONS!LOCATIONS[VEHICLES (ACORD 101,Addlllonal Remarks Schedule,maybe attached If more space is required) Certificate holder is additional insured On a primary and non-contributory basis and granted a waiver of subrogation as required by written contract. CERTIFICATE HOLDER. CANCELLATION C tyy of Kent SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 400 West Gowe THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Kent WA 98032 AUTHORIZED REPRESENTATIVE Philip G. Dehn ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD 421421eo 1 ...NEK OR"GL, Auto,WC, EAueee 2E 1 T" i Sueeou 1 d/e/no'A s,rs,ae eo1 (sex) I P.11 1 11 1 IL 10 (12l06) OLD REPUBLIC INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION, NONRENEWAL OR MATERIAL CHANGE IN COVERAGE TO SCHEDULED PERSON(S) OR ORGANIZATION(S) SCHEDULE Person(s)or Organization(s): All Certificate Holders where Notice of Cancellation is required by written contract with the Named Insured Address: Reasons: Number of Days Notice Nonpayment Of Premium: 10 Days Cancellation For Any Other Reason:. 90 � Days Nonrenewal(When We Do Not Renew): 90 Days Material Change In Coverage: 90 Days For any reasons described in the above Schedule for which the Number of Days Notice is completed, we agree to mail advance written notice of not less than the Number of Days shown in the above Schedule to the Person(s)or Organization(s) at the Address shown in the above Schedule. PIL 053 12 16 Page 1 of 1 Includes copyrighted material of Insurance Services Office.Inc.,with its permission. M"312910 18 Peter Ktewif Sons,Inc. 0310112018•0"112019 42442160 "ANEW CgR--CL, I,eto,WC, Excess 23 Tiacl SeTtOe I n/&/2Dp g 5-15,48 En (rDT) I Page 2 cf 7 IL 10 (12/06) OLD REPUBLIC INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION, NONRENEWAL OR MATERIAL CHANGE IN COVERAGE TO SCHEDULED PERSON(S) OR ORGANIZATION(S) SCHEDULE Persons) or Organization(s): All Certificate Holders where Notice of Cancellation is required by written contract with the Named Insured Address: Reasons: Number of Days Notice Nonpayment Of Premium: 10 Days Cancellation For Any Other Reason: 90 Days Nomenewal(When We Do Not Renew): 90 Days Material Change In Coverage: 90 Days For any reasons described in the above Schedule for which the Number of Days Notice is completed, we agree to mail advance written notice of not less than the Number of Days shown in the above Schedule to the Person(s) or Organization(s) at the Address shown in the above Schedule. PIL 053 12 16 Page 1 of 1 Includes copyrighled rnaterlal of Insurance Services Office,Inc.,with Its permission. WZY 312911 18 Peter Kiewil Sons',Inc. 03/01/2018-03/01/2019 4299L1F0 xx M pRxaRL, Auto,WC, P.xcess A3 Traci Su[ta0 16/8/2a1S 5.15 46 PM �IUPTi I Page 3 of 7 IL 10 (12/06) OLD REPUBLIC INSURANCE COMPANY WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE POLICY DESIGNATED ENTITY - NOTICE OF CANCELATION PROVIDED BY US SCHEDULE Number of Days Notice of Cancelation: 90 Person or Organization: ALL CERTIFICATE HOLDERS WHERE NOTICE OF CANCELLATION IS REQUIRED BY WRITTEN CONTRACT WITH THE NAMED INSURED Address: Provisions If we cancel this policy for any statutorily permitted reason other than nonpayment of premium, and a number of days is shown for cancelation in the schedule above, we will mail notice of cancelation to the person or organization shown in the schedule above. We will mail such notice to the address shown In the schedule above at least the number of days shown for cancelation in the schedule above before the effective date of cancelation. i i i PC 009 05 10 11 azua zero I r,isaoi on. r ..e,,v,. i __ _, I succor I e/o/mio s,is:ao nm (nou I Pwe ,: �E � POLICY NUMBER: MWLY 312911-18 COMMERCIAL GENERAL LIABILITY CG 20 10 0413 i THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Oroanization(s) Locations Of Covered Operations Any person or organization whom you are required in a written contract or written agreement to add as an additional'insured on this policy and for whom na other endorsement on this policy providas additional insured status. If the written contract or written agreement specifies the CG 2010 but does not specify an edition,then this farm will apply. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 20 10 04 13 ©Insurance Services Office, Inc., 2012 Page 1 of 2 nzaaziao • N7' on••cn, s„eo,wc, rcess l9ANe�YL99391Y`}�' I s1E0 4Kibkff9&eD7dcl ""' b3f19/2018-03/01/2019 POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 20 10 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. A. Section II — Who Is An Insured is amended to 1. All work, including materials, parts or include as an additional insured the person(s) or equipment furnished in connection with such organization(s) shown in the Schedule, but only work, on the project (other than service, with respect to liability for "bodily injury", "property maintenance or repairs) to be performed by or damage" or "personal and advertising injury" on behalf of the additional insured(s) at the caused, in whole or in part, by: location of the covered operations has been 1. Your acts or omissions; or completed; or 2. The acts or omissions of those acting on your 2. That portion of "your work" out of which the behalf; injury or damage arises has been put to its intended use by any person or organization in the performance of your ongoing operations for other than another contractor or subcontractor the additional insured(s) at the location(s) engaged in performing operations for a designated above. principal as part of the same project. However: 1. The insurance afforded to such additional C. With respect to the insurance afforded to these insured only applies to the extent permitted by additional insureds, the following is added to law, and Section III—Limits Of Insurance: 2. If coverage provided to the additional insured is If coverage provided to the additional insured is required by a contract or agreement, the required by a contract or agreement, the most we insurance afforded to such additional insured will pay on behalf of the additional insured is the will not be broader than that which you are amount of insurance: required by the contract or agreement to provide for such additional insured. 1. Required by the contract or agreement; or 2. Available under the applicable Limits of B. With respect to the insurance afforded to these Insurance shown in the Declarations, additional insureds, the following additional exclusions whichever is less. apply: This endorsement shall not increase the This insurance does not apply to "bodily injury" or applicable Limits of Insurance shown in the "property damage"occurring after: Declarations. CG 20 10 04 13 © Insurance Services Office, Inc., 2012 Page 2 of 2 asansi co .••mcw nrz••r,�, a"eo,wr_, `cesslh V1 VT3"94f-VV' eaya- 031bf12018-0310112019 POLICY NUMBER: MwzY 312911-18 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTSICOMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Oroanization(s) Location And Description Of Completed Operations Any person or organization whom you are required in a written contract or written agreement to add as an additional insured on this policy and for whom no other endorsement on this policy provides additional insured status.If the written contract or written agreement specifies the CC 2037 but does not specify an edition,then this form will apply. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following is added to organization(s) shown in the Schedule, but only Section III—Limits Of Insurance: with respect to liability for "bodily injury" or If coverage provided to the additional insured is "property damage"caused, in whole or in part, by required by a contract or agreement, the most we "your work" at the location designated and will pay on behalf of the additional insured is the described in the Schedule of this endorsement amount of insurance: performed for that additional insured and included in the "products-completed operations 1. Required by the contract or agreement; or hazard". 2. Available under the applicable Limits of However: Insurance shown in the Declarations; 1. The insurance afforded to such additional whichever is less. insured only applies to the extent permitted This endorsement shall not increase the applicable by law; and Limits of Insurance shown in the Declarations. 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 0413 ©Insurance Services Office, Inc., 2012 Page 1 of 1 azaas,co =••rvew ox.•ao, n„co,ne, �:,1e1s MtWy''312911`V ' I z1'iP &K16Wft15'iYrti ease 0MV2018-0310112 019 1v ,I I 1 1ivcmon1 rz lw I IicaLLo Rr),ICI Yw I 111115 �►I�`I�rRiY CERTIFICATE OF LIABILITY INSURANCE DATE,MMi°D V, 141 F11 312018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Midwest Agencies, Inc, reAEncT Traci Supton 3555 Farnam Street PRONE — FAX Omaha, NE 68131 IAC,NA EXh...........,,..402271 2958 (AIC,Nut: 40e-271-2997 EMAIL ADDRESS: Traci.Sultond Midwestacenciesinc.com INSURERs.)AFFORDING COVERAGE I NAGS INSURERA: Old Republic Insurance Company 24147 ... .... ... _ ,. ......... __. .... INSURED INSURER B North American Specialty Insurance Co 29874 Kiewit Infrastructure West Co. 2200 Columbia House Blvd. INSURER C. Vancouver WA 98661 INSURER D: NSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 42513899 REVISION NUM IM THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, liNSIRryry . .. ,TYPE OF INSURANCE . . ...ADDL$UBF _. ...... POLICY EFF Pt)udfI%V LTii I POLICY NUMBER MMYDDIYYYY IMM1ftl DIYYYY I LIMITS A ✓ COMMERCIAL GENERAL L IABILITY� MWZY 312911-18 3/112018 3/V2019 En CHOCCURRENCE N2000000 CLAIM MADE ✓ OCCUR GrAMr1hE 7G1 ffik"N1CC1 "" �wEM1"Ak,S tP aactunnroux s20001000 J Contractual Liability PER ExP(Any ne Ipareunp i$10 000 A, XCUL19cluded PERSONAL INJURY _ a2,00(7,G00, _ GEIV'LAGGREGATE LINT r APPLIES PER'. GENES AL AGGREGA rE 54000000 .._. ... POLICY LLB JEC LUC . .. � . CprIER: _ Rrtatau+°rts cOMwDP nGc $4000000, A AUTOMDBILELIABILITY MWTB 312910 3/1/201$ 3/1/2019 I;OMeINIEC.f N<3laUMIO y ,! ggFam O 2,000,000_ ANYALUO eEO ILY INJURY fear Parson) S AUTWI SCHEDULED (P - HIREE NLY AUT05 BODILY INJURY(Per accdenpf5 HIRED PION N PROPF R'I w"PIATMA(3S AUTOS ONLY 'AU r0S ONLY j46f.1wu1®yllt S B UMBRELLA LIAR ✓ OCCUR EXS2000809 3/1/2018 11/2019 EACH OC 11 CURRENCE _ S23000000 ✓ EXCESS LIAB CLAIMS MAOJI[ AGGREGATE y 00 DL.o ✓ HFTRNrION SFbIA ... _ 23600,0,,.., A WORKERS COMPENSATION MVWC 3112908 31112018 3t1l2019 AND EMPLOYERS LIABILITY YIN ✓ STAru p"Ptf ANYi^riCfr'RIYERS''LIASILIT/EXEf MWXS 312909 3/l/2018 3/1/2019 N USL&H&Jones Act E L EACH AS CSFFICenrMFM1CBEREY.cLUDEO> �.,,..� NIA 500040CI IMnndalmy In NH) StopGap EL DISEASE EA EMPLOYEE Sr of ds drivaba nnaer P p OQ0,0.0U., C scrroPrlCN iai CPERaood�rNs',mwllrnr ❑ISEASL POICYLIMIT �1500a 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES IACORD 101,Additional Remarks Schedule,maybe attachad if more space is required? Certificate holder is additional insured on a primary and non-contributory Oasis and granted a waiver of subrogation as required by written contract. Excess policy EXS 2000809 is excess of the primary Workers'Compensation„General Liability,and Auto Liability policies. CERTIFICATE HOLDER CANCELLATION Cityy of Kent SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 400 West Gowe THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Kent WA 98032 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Phon.G Dehn ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD 91,I]au, I "'NE'N Or-"jr Aoeo,we, b'xCeaa z] I Sul mr 1 u A 3L20111 r Ir J1 BM TLrI I r ye, 1 r,t 11 IL 10 (12/06) OLD REPUBLIC INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, NOTICE OF CANCELLATION, NONRENEWAL OR MATERIAL CHANGE IN COVERAGE TO SCHEDULED PERSON(S) OR ORGANIZATION(S) SCHEDULE Persons) or Organizatiori All Certificate Holders where Notice of Cancellation is required by written contract with the Named Insured Address: Reasons: Number of Days Notice Nonpayment Of Premium: 10 Days Cancellation For Any Other Reason; 90 Days Nonrenewal(When We Do Not Renew): 90 Days Material Change In Coverage: 90 Days For any reasons described in the above Schedule for which the Number of Days Notice is completed, we agree to mail advance written notice of not less than the Number of Days shown in the above Schedule to the Person(s)or Organization(s) at the Address shown in the above Schedule. PIL 053 12 16 Page 1 of 1 Includes copyrighted material of Insurance Services Office,Inc.,with its permisslon. "MWTB 31291018 c„i_,,,Asper Klewk Sorts fna ._y- 0310112016-0310112019 IL 10 (12/06) OLD REPUBLIC INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION, NONRENEWAL OR MATERIAL CHANGE IN COVERAGE TO SCHEDULED PERSON(S) OR ORGANIZATION(S) SCHEDULE Person(s) or Organization(s): All Certificate Holders where Notice of Cancellation is required by written contract with the Named Insured Address: Reasons: Number of Days Notice Nonpayment Of Premium: 10 Days Cancellation For Any Other Reason: 90 Days Non renewal (When We Do Not Renew):: 90 Days Material Change In Coverage: 90 Days For any reasons described in the above Schedule for which the Number of Days Notice is completed, we agree to mail advance written notice of not less than the Number of Days shown in the above Schedule to the Person(s)or Organization(s) at the Address shown in the above Schedule. PIL 053 12 16 Page 1 of 1 Includes copyrighted material of Insurance Services Office,Inc.,with Its permission. azsi�os9 l .r.gEW ou••aL, AuLD,WC, excess 23 yZY3191118 Polar wo,wlt Sons,fc. 0310112018-0310112019 " e/13/1 '.. FM ..... I P3'. 3 of 9 I IL 10 (12/06) OLD REPUBLIC INSURANCE COMPANY WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE POLICY DESIGNATED ENTITY - NOTICE OF CANCELATION PROVIDED BY US SCHEDULE Number of Days Notice of Cancelation: 90 Person or Organization: ALL CERTIFICATE HOLDERS WHERE NOTICE OF CANCELLATION IS REQUIRED BY WRITTEN CONTRACT WITH THE NAMED INSURED Address: Provisions If we cancel this policy for any statutorily permitted reason other than nonpayment of premium, and a number of days is shown for cancelation in the schedule above, we will mail notice of cancelation to the person or organization shown in the schedule above. We will mail such notice to the address shown In the schedule above at least the number of days shown for cancelation in the schedule above before the effective date of cancelation. e PC 009 05 10 i azs�3ll Jv «•.»New or r., num,vrc i �. xn 1 � a 3�ceo 1 r/I;/zml3 a ,3i etrt («rl ease i �e � POLICY NUMBER: MWZY 312s11-18 COMMERCIAL GENERAL LIABILITY CG 20 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION' This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Oroanization(s) Locations Of Covered Operations Any person or organization whom you are required in a written contract or written agreement to add as an additional insured on this policy and for whom no other endorsement on this policy provides additional insured status. If the written contract or written agreement specifies the CG 2010 but does not specify an edition,then this form will apply. Information required to Cam !ete this Schedule, if not shown above, will be shown in the Declarations. CG 20 10 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 2 i 2513 Hyy "-NEW AatgWq 6xce5e r9ftNc�Yr9#2s1`F49i` I ` uP� f�f$iaFtlekliP§8Hs°E4r�b.l Fng°63/Ut/zola-03/O7/2019 POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 20 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, A. Section II — Who Is An Insured is amended to 1. All work, including materials, parts or include as an additional insured the person(s) or equipment furnished in connection with such organization(s) shown in the Schedule, but only work, on the project (other than service, with respect to liability for "bodily injury" "property maintenance or repairs) to be performed by or damage" or "personal and advertising injury" on behalf of the additional insured(s) at the caused, in whole or in part, by: location of the covered operations has been 1. Your acts or omissions; or completed, or 2. The acts or omissions of those acting on your 2. That portion of "your work' out of which the behalf; injury or damage arises has been put to its intended use by any person or organization in the performance of your ongoing operations for other than another contractor or subcontractor the additional insured(s) at the location(s) engaged in performing operations for a designated above. principal as part of the same project, However: 1. The insurance afforded to such additional C. With respect to the insurance afforded to these insured only applies to the extent permitted by additional insureds, the following is added to law; and Section III — Limits Of Insurance: 2. If coverage provided to the additional insured is If coverage provided to the additional insured is required by a contract or agreement, the required by a contract or agreement, the most we insurance afforded to such additional insured will pay on behalf of the additional insured is the will not be broader than that which you are amount of insurance: required by the contract or agreement to provide for such additional insured. 1. Required by the contract or agreement; or 2. Available under the applicable Limits of B. With respect to the insurance afforded to these Insurance shown in the Declarations; additional insureds, the following additional exclusions w ichever is less. apply: This endorsement shall not increase the This insurance does not apply to "bodily injury" or applicable Limits of Insurance shown in the "property damage" occurhng after: Declarations. CG 20 10 0413 © Insurance Services Office, Inc., 2012 Page 2 of 2 42522os4 —NEn l OR—GL, nvm,;aC' E'x°ma`s HILV Yr3�'�99Y°9'9' a/r��@i"hlel5it'$BWSF;��.I e"�e63H/1/2018-0310112019 POLICY NUMBER: MWZY 31 291 1-1 8 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 i THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Persons) Or Organization(s) Location And Description Of Completed Operations Any person or organization whom you are required in a written contract or written agreement to add as an additional insured on this policy and for whom no other endorsement on this policy provides additional insured status.If the written contract or written agreement specifies the CG 2037 but does not specify an edition,then this form will apply. Information required to comgletg this Schedule, if not shown abwa. will be shown in the Declarations. A. Section II —Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the persons) or additional insureds, the following is added to organization(s) shown In the Schedule, but only Section III—Limits Of Insurance: with respect to liability for "bodily injury" or If coverage provided to the additional insured is 1.property damage"' caused, in whole or In part, by required by a contract or agreement, the most we your work" at the location designated and will pay on behalf of the additional insured is the described in the Schedule of this endorsement amount of insurance: performed for that additional insured and included in the "products-completed operations 1. Required by the contract or agreement, or hazard". 2. Available under the applicable Limits of However: Insurance shown in the Declarations, 1. The insurance afforded to such additional whichever is less. insured only applies to the extent permitted This endorsement shall not increase the applicable by law and Limits of Insurance shown in the Declarations. 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 uzsiaes4 • .rrE oe,.ao, nuro.wc, rxo WZY1814911Jar I '1'P&beX1eWItS6hsT?i I roe"03/U1a018.0310112019 THIS FORM APPLIES IN STATES WHICH USE: CA 00 01 (10-13) THIS FORM IS NOT APPLICABLE IN: MA POLICY NUMBER: MWTB 312sio COMMERCIAL AUTO CA 20 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Endorsement Effective Date: SCHEDULE Name Of Persons) Or Organization(s): Any person or organization to whom or which you are required to provide additional insured status or additional insured status on a primary, non-contributory basis, in a written contract or written agreement executed prior to loss, except where such contract or agreement is prohibited by law. Information required to complete this Schedule„ if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured"for Cowered Autos Liability Coverage, but only to the extent that person or organization qualities as an "insured" under the Who Is An Insured provision contained in Paragraph A.I. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form, CA 20 48 10 13 © Insurance Services Office, Inc , 2011 Page 1 of 1 azsne�e ...mew oc--cc, sum,wc, excess�y �3'fR99'b Y8' 16�'P�'t@Y�K5�4YI�S8{55�;�''Vlib.i '"-'0161/2018-0310112019 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS .,......— ......................... 1 -1 1 -01 Definitions and Terms........................................ .............. 1 -1 1 -02 Bid Procedures and Conditions........................................... 1 -2 1 -03 Award and Execution of Contract....................................... 1 -5 1 -04 Scope of the Work .......................................................... 1-5 1 -05 Control of Work ............................................. ................ 1-8 1 -06 Control of Material .......................................................... 1 -15 1 -07 Legal Relations and Responsibilities to the Public................. 1 -17 1 -08 Prosecution and Progress .................. 1 -21 1 -09 Measurement and Payment .............................................. 1 -26 1 -10 Temporary Traffic Control ................................................ 1 -27 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions............ ..... ........... 2-1 2-03 Roadway Excavation and Embankment .............................. 2-4 2-06 Subgrade Preparation ...................................................... 2-4 2-07 Watering ....................................................................... 2-5 DIVISION 4 BASES.................................................................... 4-1 4-03 Gravel Borrow ................................... 4-1 4-04 Ballast and Crushed Surfacing .......................................... 4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-04 Hot Mix Asphalt .......................... ............................... 5-1 5-05 Cement Concrete Pavement ............................................. 5-31 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS.............. 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells ...................... 7-1 7-12 Valves for Water Mains .................................................... 7-5 7-15 Service Connections ........................................................ 7-7 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ........................ 8-1 8-02 Roadside Restoration....................................................... 8-4 8-04 Curbs, Gutters, and Spillways.............................. ............. 8-6 8-06 Cement Concrete Driveway Entrances................................ 8-7 8-09 Raised Pavement Markers .............................. ................. 8-7 8-13 Monument Cases .................................................. . ........ 8-9 8-14 Cement Concrete Sidewalks ............................................. 8-9 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical............ .......„.. ...... ... . 8-10 8-21 Permanent Signing....... ..... ......................................... 8-14 8-22 Pavement Marking .......................................................... 8-15 James St Pavement Rehabilitation/Alma roof April 18, 2018 Project Number. 18-3005 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-23 Temporary Pavement Markings......................................... 8-20 8-30 Project Signs.................................................................. 8-20 DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates .................................................................... 9-1 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock For Erosion and Scour Protection and Rock Walls ............ .......... 9-3 9-14 Erosion Control and Roadside Planting ..................... .......... 9-3 9-28 Signing Materials and Fabrication ...................................... 9-4 9-29 Illumination, Signal, Electrical................................. .......... 9-5 9-30 Water Distribution Materials .......................... .................. 9-7 KENT STANDARD PLANS .................................................................. A-1 WSDOT STANDARD PLANS............................................................... A-2 TRAFFIC CONTROL PLANS ..................................................................... A-3 PREVAILING WAGE RATES,.................—..............— ........................ A-4 James St Pavement Rehab!litation/Almaroof April 18, 2018 Project Number: 18-3005 ENT SPECIAL PROVISIONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2018 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. - -GENERAL REQUIREMENTS 1-01 nFFINITIONS AND TERMS SECTION 1-01. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01 ," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1 . What work will be done, and by when; 2. Who provides labor and materials; and James St Pavement Rehabilitation/Almaroof 1 - 1 April 18, 2018 Project Number: 18-3005 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications (also including amendments to the Standard Specifications issued by WSDOT as of the later date of bid advertisement or any subsequent addenda), Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1 . Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. SECTION 1-01.3, "DEFINITIONS" IS SUPPLEMENTED BY ADDING THE FOLLOWING DEFINITION: Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1 -04.1 (Intent of the Contract). No additional payment will be made. 1-02 RID PROCEDURES AND CONDITIONS SECTION 1-02. 1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the James St Pavement Rehabilitation/Almaroof 1 - 2 April 18, 2018 Project Number: 18-3005 contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at I< ntWA.aoy/doing-btlsir'iess/bids„-, f>rocurerrent; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 /S DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and James st Pavement Rehabilitation/Almaroaf 1 - 3 April 18, 2018 Project Number: 18-3005 shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02. 10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1 . The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02. 11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02. 13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required, James St Pavement Rehabilitation/Al ma roof 1 - 4 April 18, 2018 Project Number: 18-3005 SECTION 1-02. 14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH , THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH "60 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK 1-04.1 Intent of the Contract SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1 (2) Bid Items Not Included in the Proposal James St Pavement Rehabilitation/Al maroof 1 - 5 April 18, 2018 Project Number: 18-3005 The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS" FOLLOWING THE WORDS, "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1 . Approved Change Orders 2. The Contract Agreement 3, Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7, Kent Standard Plans 8, WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). 1-04.4 Changes SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPHAND REPLACING IT WITH THE FOLLOWING: For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, incluci ft any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the Contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1 -04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. James St Pavement Rehabilitation/Almaroof 1 - 6 April 18, 2018 Project Number 18-3005 SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.9 /S DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the Contractor will obtain all permits and approvals necessary for the Contractor's use. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2, Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. James St Pavement Rehab ilitation/Almaroof 1 - 7 April 18, 2018 Project Number: 18-3005 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER PARAGRAPH 7: To the extent a conflict exists between the requirements of WSDOT Section 1 -05.4 and Kent Special Provision Section 1 -05.5, the requirements of KSP Section 1 -05.5 will prevail. DIVISION 1 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1 -05.5, the words, "stake," "mark," "marker," or "monument' will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.51 through 1-05.5(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time James St Pavement Rehabilitation/Al ma roof 1 - 8 April 18, 2018 Project Number: 18-3005 for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $270/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1 . Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.5(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.5(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. James St Pavement Rehabilitation/Al ma roof 1 - 9 April 18, 2018 Project Number: 18-3005 Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $270/hr for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.5(5) Staking Services KW* requests must be made at least 3 working dayrs in advance of the required staking. The City will furnish the following stakes and reference marks: 1 . Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3, Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5, Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot James St Pavement Rehabilitation/Al ma roof 1 - 10 April 18, 2018 Project Number: 18-3005 stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults,junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults,junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $270/hour. 1-05.5(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. James st Pavement Rehabilitation/Almaroof 1 - 11 April 18, 2018 Project Number: 18-3005 1-05.8 City's Right to Correct Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, compensation and engineering and inspection services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.9 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SUBSECTION: 1-05.9 Equipment 1-05.9(1) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions James St Pavement Rehabilitation/Almaroof 1 - 12 April 18, 2018 Project Number: 18-3005 for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing tirne periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.10 Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed in the notice. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. SECTION 1-05. 13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH: 1-05.13 Superintendents, Labor, and Equipment of Contractor Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. James St Pavement Rehabilitation/Almaroof l - 13 April 18, 2018 Project Number: 18-3005 SECTION 1-05. 13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2018 WSDOT STANDARD SPECIFICATIONS): If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE FOLLOWING: Whenever the City evaluates the Contractor's qualifications or prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City may take these or other Contractor performance reports into account. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors Details of known projects are as follows: City Projects: Storm System Maintenance work: Maintenance work is anticipated in the intersection between E James Street and Central Ave N during summer 2018. The Contractor shall coordinate with City's crews to mitigate traffic impacts. Water System Maintenance work: City Crews will replace the waterline on Clark Ave N (North of E James St) this summer 2018. The Contractor shall coordinate with City's crews to mitigate traffic impacts. Storm and Sanitary Sewer Relining Project: This project is scheduled to begin this summer 2018. This project includes relining the sewer pipe between State Ave N and Central Ave N. The Contractor shall coordinate with the City and their Contractor. SECTION 1-05 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents James St Pavement Rehabilitation/Almaroof 1 - 14 April 18, 2018 Project Numbers 18-3005 comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL 1-06.2 Acceptance of Materials SECTION 1-06.2(2) IS DELETED /N ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BYADD/NG THE FOLLOWING NEW SECTIONS: 1-06.7 Submittals 1-06.7(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1 , 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (I A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.7(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1 -08.0 of the Kent Special Provisions). The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in James St Pavement Rehabilitation/Almaroof 1 - 15 April 18, 2018 Project Number: 18-3005 accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.7(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review:, 1 , Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1 . Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1 . Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. James St Pavement Rehabilitation/Almaroof 1 - 16 April 18, 2018 Project Number: 18-3005 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1 . "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" — Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1-07.2(1) in the proposal bid items. SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: James St Pavement Rehabilitation/Al ma roof 1 - 17 April 18, 2018 Project Number: 18-3005 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1-07.2(2) in the proposal bid items. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: None SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. 1-07.13 Contractor's Responsibility for Work SECTION 1-07. 13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage SECTION 1-07. 14 /S REVISED BYADD/NG THE FOLLOWING TO THE BEGINNING OF THAT SECTION: 1-07.14 Responsibility for Damage To the extent a conflict exists between the terms of this Section 1-07.14 and Section 5 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, James St Pavement Rehabilitation/Almaroof 1 - 18 April 18, 2018 Project Number, 18-3005 or all officers and employees of the State also will include the City, its officers and employees. 1-07.15 Temporary Water Pollution Prevention SECTION 1-07. 15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH. 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan When the proposal form includes multiple bid schedules and the "SPCC Plan" bid item is present in only one bid schedule, the lump sum payment item for the "SPCC Plan" in that one schedule will apply to all bid schedules for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. SECTION 1-07. 17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07. 17 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1 -07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- James St Pavement Rehabilitation/Almaroof 1 - 19 April 18, 2018 Project Number: 18-3005 marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. CenturyLink Comcast Jason Tesdal Jerry Steele 206-345-3488 253-288-7532 206-683-4242 (cell) 206-391-1763 (cell) Puget Sound Energy Gas Puget Sound Energy Power Glenn Helton Dennis Booth 253-395-6926 425-417-9188 (cell) 425-559-4647 (cell) Verizon King County MoIro Sewer Scott Christenson Carson Cox 425-636-6046 206-477-5578 425-471-1079 (cell) 206-255-1602 (cell) SECTION 1-07. 18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1 -07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. SECTION 1-07.23(1) IS SUPPLEMENTED BYADDING THE FOLLOWING: James St Pavement Rehabilitation/Almaroof 1 - 20 April 18, 2018 Project Number: 18-3005 1-07.23(1) Construction Under Traffic 1 . At least one lane needs to stay open for traffic in each direction on E James Street 2. At least one sidewalk (south side/ north side)of E James Street needs to stay open for pedestrian all time. 3. There shall be no delay to medical, fire, police, or other emergency vehicles with flashing lights or sirens. The Contractor shall alert all flaggers and personnel of this requirement. 4. The Contractor shall notify the Engineer, in writing, a minimum of 3 working days prior to beginning a lane or roadway closure that requires a detour or involves a major traffic switch to a temporary or new alignment. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION. 1-08.0 Preconstruction and Preconstruction Conference The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. Additional documents may be purchased James St Pavement Rehabilitation/Alma roof 1 - 21 April 18, 2018 Project Number, 18-3005 from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1 . To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1 . A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. James St Pavement Rehabilitation/Almaroof 1 - 22 April 18, 2018 Project Number: 18-3005 Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Sunday, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. In this project Saturday and Sunday are considered working days. If a Contractor desires to perform work on holidays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. If the lead time for APS pedestrian pushbutton assemblies does not allow for the installation of the new APS pushbuttons within the Working Days of the Contract, then work will be suspended after all other work in the Contract has been completed, and work shall resume when the new APS pushbuttons become available. All new APS pushbuttons shall be installed within 90 calendar days from the Notice to Proceed. If the new APS pushbuttons are not available for installation within the Working Days of the Contract, the Contractor shall temporarily reuse the existing pushbuttons until the new APS pushbuttons are available. No additional compensation will be paid to remobilize and install the pushbuttons. James st Pavement Rehabilitation/Almaroof 1 - 23 April 18, 2018 Project Number: 18-3005 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. The City will bill the Contractor at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 1 Locate work required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. Unless previously approved by the Engineer, the original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: James St Pavement Rehabilitation/Alma roof 1 - 24 April 18, 201B Project Number: 18-3005 1-08.5 Time for Completion The Contractor shall complete all physical Contract Work within the number of "working days" stated in the Contract Provisions or as extended by the Engineer in accordance with Section 1 -08.8. Every day will be counted as a "working day" (7 days/week) unless it is a nonworking day or an Engineer determined unworkable day. A nonworking day is defined as one of these holidays: January 1 , the third Monday of January, the third Monday of February, Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. The days between December 25 and January 1 will be classified as nonworking days. In this project Saturday and Sunday are considered working days. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension if (1) the performance would have been suspended by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. Work may be suspended for installation of APS pushbuttons as described in Section 1-08.4. No additional compensation will be allowed for this suspension. If the Contactor believes that the performance of the Work is suspended for an unreasonable period of time and such suspension is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1 -04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. In any event, no protest will be allowed later than the date of the Contractor's signature on the Final Pay Estimate. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall James St Pavement Rehabilitation/Al ma roof 1 - 25 April 18, 2018 Project Number. 18-3005 permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. The Engineer will determine if an equitable adjustment in cost or time is due as provided in this Section. The equitable adjustment for increase in costs, if due, shall be subject to the limitations provided in Section 1 -09.4, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-09 MEASUREMENT AND PAYMENT 1-09.9 Payments SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1 . The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. 1-09.11 Disputes and Claims SECTION 1-09. 11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11 (3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. James St Pavement Rehabilitation/Almaroof 1 - 26 April 18, 2018 Project Number: 18-3005 I I For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09. 13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1 -04.5 and 1 -09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-1n TFnnonoARy TRAFFIC rnKlTRn1 1-10.2 Traffic Control Management SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1-800-521 -0778 or206-382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 360-297-3035 James St Pavement Rehabilitation/Almaroof 1 - 27 April 18, 2018 Project Number: 18-3005 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 or (540) 368-1701 1-10.3 Traffic Control Labor, Procedures, and Devices 1-10.3(3) Traffic Control Devices SECTION 1-10.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, delineator posts, traffic safety drums, other devices shown on approved traffic control plans, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1 . Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the following bid items when they are included in the Proposal: The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1 -10.2(1)B, and Section 1 -10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1 -10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the James St Pavement Rehabilitation/Almaroof 1 - 28 April 18, 2018 Project Number: 18-3005 Traffic Control Supervisor will be paid under the item for "Traffic Control Labor." The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1 -10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1 . When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The unit contract price for "Portable Changeable Message Sign (PCMS)" per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1 -10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." The unit contract price for "Sequential Arrow Sign (SAS)" per day shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work and maintenance described in Section 1-10.3(3)B of the WSDOT Standard Specifications. The operator of this device will be paid under the item "Traffic Control Labor." The unit bid price per hour for "Uniformed Off-Duty Police Officer" will be complete compensation for the utilization of a uniformed off-duty Police Officer for traffic control purposes. This bid item includes all the equipment, and vehicle needed for the police officer to perform his duties. Cost is per hour for each hour an Officer is on the project with a minimum call-out time of three hours. The Contracting Agency (City of Kent) has set the unit price for "Uniformed Off-Duty Police Officer" at eighty dollars ($80.00) per hour minimum. Should the Contractor determine that the cost for this work is greater than the minimum price shown in the bid form, the Contractor may bid a higher price. Should the Contractor write in a unit price less than the minimum price shown in the bid form, the minimum unit price shown in the bid form shall govern and become part of the bid. No adjustment will be made for overtime hours or holidays. When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: James St Pavement Rehabilitation/A lma roof 1 - 29 April 18, 2018 Project Number: 18-3005 1 . The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1 -07.23(3) of the WSDOT Standard Specifications. James St Pavement Rehabilitation/Alma roof 1 - 30 April 18, 2018 Project Number: 18-3005 D-WISION 2 - E kRTUWQRK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS I SECTION 2-02. 1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1 . Haul broken-up pieces of concrete and asphalt pavement to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1 -foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 3. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 4. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. 5. Sawcut and remove curb and gutters to adjust or replace the catch basin frame and grate shall be according to WSDOT standard plan A-40.1 5. James St Pavement Rehabilitation/Alm a roof 2 - 1 April 18, 2018 Project Number: 18-3005 SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs When Pavement Surface Integrity is to be Maintained In removing traffic islands and/or traffic curbs the Contractor shall: 1 . Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, connecting dividers, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement where such pavement exists under the island. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 5. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. 6. Remove and dispose of all waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The unit contract price per square yard for "Remove Existing Asphalt. Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from roads for a depth of 8 inches when replacing the existing curb ramps or road repair. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 8 inches it shall be paid according to the following formula: ac ual cicrlthin finches. (square yards) x 8 inches = quantity For example, if the Contractor encounters pavement to be removed which is 10 inches thick and 100 square yards then the quantity would be: 10 100' x 8 = 125 S.Y. No other compensation shall be allowed. James St Pavement Rehabilitation/Al ma roof 2 - 2 April 1 B. 2018 Project Number: 18-3005 The unit contract price per square yard for "Remove Cement Concrete Sidewalk/Driveway" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk, cement concrete curb ramp, cement concrete driveway, and concrete areas behind the sidewalk that need to be removed for transitions to existing concrete as shown on the plans and described in the specifications. The unit contract price per lineal foot for ",Remove Cement. Concrete Curb and Gutter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. The unit price contract price per lineal foot for "Saw Cut Existing Asphalt Concrete Pavement" constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 8 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 8 inches, it shall be paid according to the following formula: aGI,k,col depth in inrY es. (length) x s inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 10 inches thick and 100 linear feet then the quantity would be: 10 length x 8 — 125 LF. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. The unit price contract price per lineal foot for "Saw Cut Existing Cement Concrete Sidewalk/Gutter" constitutes complete compensation for all materials, labor and equipment required to saw cut existing sidewalk or cement concrete gutter to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 inches, it shall be paid according to the following formula: aCtUat depth In inrr! t,6 (length) x 6 inches = quantity James St Pavement Rehabilitation/Almaroof 2 - 3 April 18, 2018 Project Number 18-3005 For example, if the Contractor encounters pavement to be saw cut which is 8 inches thick and 100 linear feet then the quantity would be: 8 length x 6 = 133 LF. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION 2-06.3 Construction Requirements SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top James St Pavement Rehabilitation/Al ma roof 2 - 4 April 18, 2018 Project Number: 18-3005 layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. James St Pavement Rehabilitation/Almaroof 2 - 5 April 18, 2018 Project Number: 18-3005 DIVISION 4 - BASES DIVISION 4 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 4-03 GRAVEL BORROW 4-03.1 Description This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. 4-03.2 Materials Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow .......................... 9-03.14(1) 4-03.3 Construction Requirements Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown in the plans. Construction methods used shall meet the appropriate requirements of Section 4-04.3. 4-03.4 Measurement Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4-04.4. 4-03.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the following bid item when they are included in the Proposal: The unit contract price per ton for "Gravel) Borrow Including Haul and Compactiof constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the gravel borrow as shown on the plans and described in the specifications. 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: James St Pavement Rehabilitation/Almarocf 4 - 1 April 18, 2018 Project Number: 18-3005 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. Ensure compacted surfacing is smooth with no visible bumps or tracks prior to pouring concrete. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment The unit contract price per ton for "Crushed Surfacing Top Course 5/8 Inch Minus" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. James St Pavement Rehabilitation/Alma roof 4 - 2 April 18, 2018 Project Number: 18-3005 SURFACE TREATMENTS NOTES: If the contract includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-04 HOT MIX ASPHALT THE ENTIRE SECTION 5-04 IS DELETED AND REPLACED WIH THE FOLLOWING: 5-04.1 Description (March 5, 2018 APWA GSP) This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. 5-04.2 Materials Materials shall meet the requirements of the following sections: Asphalt Binder 9-02.1 (4) Cationic Emulsified Asphalt 9-02.1 (6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Portland Cement 9-01 Sand 9-03.1 (2). (As noted in 5-04.3(5)C for crack sealing) Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the James St Pavement Rehabilitation/Alma roof 5 - 1 April 16, 2018 Project Number: 18-3005 Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1 ,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01 . Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. ESAL's The minimum number of ESAL's for the design and acceptance of the HMA in the contract shall be 11 million. 5-04.2(1) How to Get an HMA Mix Design on the QPL (March 5, 201 B APWA GSP) If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1). 5-04.2(1)A Vacant 5-04.2(2) Mix Design — Obtaining Project Approval (March 5, 2078 APWA GSP) No paving shall begin prior to the approval of the mix design by the Engineer. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. James St Pavement Rehabilitation/Al ma roof 5 - 2 April 18, 2018 Project Number: 18-3005 Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. • The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. • The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date.** The mix design shall be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency sample program. Mix designs for HMA accepted by Nonstatistical evaluation shall; • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). • Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be based on a review of the Contractor's submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT James St Pavement Rehabilitation/Almaroof 5 - 3 April 18, 2018 Project Number: 18-3005 QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not required. I For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL's) appropriate for the required use. 5-O4.2(2)B Using Warm Mix Asphalt Processes (March 5, 2078 APWA GSP) The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: • Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures. • Before using additives, obtain the Engineer's approval using WSDOT Form 350-076 to describe the proposed additive and process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations (March 5, 2078 APWA GSP) Do not place HMA for wearing course on any Traveled Way beginning October 15t through March 31" of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Minimum Surface Tern erature_for Paving Compacted Thickness Wearing Course Other Courses (Feet) Less than 0.10 55,F 45T 0.10 to .20 45-F 35-F ................ _. .......� More than 0.20 35-F 35-F 5-04.3(2) Paving Under Traffic (March 5, 2018 APWA GSP) When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to James St Pavement Rehabilitation/Almaroof 5 - 4 April 18, 2018 Project Number 18-3005 accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 3-23. All costs in connection with performing the Work in accordance with these requirements shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-O4.3(3)A Mixing Plant (March 5, 2078 APWA GSP) Plants used for the preparation of HMA shall conform to the following requirements: 1 . Equipment for Preparation of Asphalt Binder — Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment — An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder — The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the James St Pavement Rehab!litation/Almaroof 5 - 5 April 18, 2018 Project Number: 18-3005 temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials — The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01 .2(2). 5. Sampling HMA — The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(3)B Hauling Equipment (March 5, 2018 APWA GSP) Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45OF or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3)C Pavers (March 5, 2018 APWA GSP) HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown inthe Plans, The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer's recommendations and shall effectively produce a finished surface of the James st Pavement Rehabilitation/Almaroof 5 - 6 April 18, 2018 Project Number: 18-3005 required evenness and texture without tearing, shoving, segregating, or gouging the mixture. Acopy of the manufacturer's recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-03.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle (March 5, 2078 APWA GSP) A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer's approval, unless otherwise required by the contract. Where an MTD/V is required by the contract, the Engineer may approve paving without an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time is due. When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. James St Pavement Rehabilitation/Al ma roof 5 - 7 April 18, 2018 Project Number: 18-3005 To be approved for use, an MTV: 1 . Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3, May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1 . Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. lAdditionally, a material transfer device or vehicle (MTD/V) is required when paving the wearing course/final lift of thru lanes on E James Street / S 24& St. 5-O4.3(3)E Rollers (March 5, 2078 APWA GSP) Rollers shall be of the steel wheel, vibratory, oscilatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer's recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer's recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) Preparation of Existing Paved Surfaces (March 5, 2018 APWA GSP) When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. James St Pavement Rehabilitation/Almaroof 5 - 8 April 13, 2018 Project Number 18-3005 Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor's operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1 , or CSS-1 h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. 5-04.3(4)A Crack Sealing (March 5, 2018 APWA GSP) 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks 1114 inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant James St Pavement Rehabilitation/Al ma roof 5 - 9 April 16, 2018 Project Number: 18-3005 material. Do not overheat pavement. Do not use direct flame dryers, Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per section 9-03.1 (2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1-06 will not apply to the portland cement and sand used in the sand slurry. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1 . Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width — fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving (March 5, 2018 APWA GSP) In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved (March 5, 2078 APWA GSP) In areas where HMA will not be placed, fill the cracks as follows: James St Pavement Rehabilitation/Al ma roof 5 - 10 April 18, 2018 Project Number: 18-3005 a. Cracks Y4 inch to 1 inch in width - fill with hot poured sealant, b. Cracks greater than 1 inch in width — fill with sand slurry. 5-04.3(4)B Vacant 5-04.3(4)C Pavement Repair (March 5, 2018 APWA GSP) The Contractor shall excavate pavement repair areas and shall backfill these areas in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1 .0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21 . Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. 5-04.3(5) Producing/Stockpiling Aggregates and RAP (March 5, 2018 APWA GSP) Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(5)A Vacant 5-04.3(6) Mixing (March 5, 2018 APWA GSP) James St Pavement Rehabilitation/Almaroof 5 - 11 April 18, 2018 Project Number: 18-3005 After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 257 as shown on the reference rnix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials. RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3(7) Spreading and Finishing The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: HMA Class 1 " 0.35 feet HMA Class 3/4" and HMA Class '/2" wearing course/final lift 0.17 feet James St Pavement Rehabilitation/Almaroof 5 - 12 April 118, 2018 Project Number 18-3005 other courses 0.25 feet HMA Class 3/a" 0.17 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA (March 5, 2073 APWA GSP) For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. 5-04.3(9) HMA Mixture Acceptance (March 5, 2078 APWA GSP) Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accordance with this section. HMA Tolerances and Adjustments 1 . Job Mix Formula Tolerances — The constituents of the mixture at the time of acceptance shall conform to the following tolerances: James St Pavement Rehabilitation/Al ma roof 5 - 13 April 18, 2018 Project Number: 18-3005 ............................... _........ ........_ Aggregate Percent Non-Statistical Commercial j Passing ., .. — Evaluation Evaluation 1 ", 3/4", '/2", and 3/8" +/ 6% +/- 8% sieves No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% ............................ No. 200 sieve +/- 2.0% +/- 3.0% ..—...._.............. Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. N/A and 5.5% max These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control points, except the tolerance limits for sieves designated as 100 percent passing will be 99-100. 2. Job Mix rormula Adjustments — An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates —2 percent for the aggregate passing the 1 '/2", 1 3/4" '/2", 3/8", and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content — The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-O4.3(9)A Vacant 5-O4.3(9)B Vacant 5-O4.3(9)C Mixture Acceptance — Nonstatistical Evaluation HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-O4.3(9)C1 Mixture Nonstatistical Evaluation — Lots and Sublots A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 800 tons, whichever is less except that the final sublet will be a minimum of 400 tons and may be increased to 1200 tons. James St Pavement Rehabilitation/Almaroof 5 - 14 April 18, 2018 Project Number: 18-3005 All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-O4.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASHTO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall to be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF: • If the test results are found to be within specification requirements, additional testing will be at the Engineer's discretion. • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 5-O4.3(9)C3 Mixture Nonstatistical Evaluation — Acceptance Testing Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested, compliance of Va will use WSDOT SOP 731 . Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11 . 5-O4.3(9)C4 Mixture Nonstatistical Evaluation — Pay Factors For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: James St Pavement Rehabilitation/Almaroof 5 - 15 April 18, 2018 Project Number: 18-3005 ........_............---..................._ Table of Price Adjustment Factors _. ._...... -------- - ----- Constituent Factor "f" All aggregate passing: 1 Y2", I ', 3/a", Yz", 3/a" and No.4 2 sieves All aggregate passing No. 8 sieve 15 .............. All aggregate passing No. 200 sieve 20 Asphalt binder 40 ............... Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1 -06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1 .00. When less than three sublets exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-O4.3il Vacant 5-O4.3(9)C6 Mixture Nonstatistical Evaluation — Price Adjustments For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1 .00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1 .00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1 .00 in calculating the Composite Pay Factor (CPF). 5-O4.3(9)C7 Mixture Nonstatistical Evaluation - Retests The Contractor may request a sublet be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublet sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. James St Pavement Rehabilitation/Almamcf 5 - 16 April 18, 2018 Project Number: 18-3005 5-04.3 (9)D Mixture Acceptance — Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1 -06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1 .00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1 .00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1 .00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1 ,00 in calculating the Composite Pay Factor (CPF). 5-04.3(10) HMA Compaction Acceptance (March 5, 2018 APWA GSP) HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1 -06.2, using a minimum of 92 percent of the maximum density. The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. James St Pavement Rehabilitation/Almaroof 5 - 17 April 18, 2018 Project Number: 18-3005 Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item "Roadway Core" the Contracting Agency will obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. Test Results For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1 .00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the James St Pavement Rehabilitation/Almaroof 5 - 1 B April 18, 2018 Project Number: 18-3005 Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1 .00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(1O)A HMA Compaction — General Compaction Requirements Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 1750F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-O4.3(1O)B HMA Compaction — Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-O4.3(1O)C Vacant 5-O4.3(1O)D HMA Nonstatistical Compaction 5-O4.3(1O)D1 HMA Nonstatistical Compaction — Lots and Sublots HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance, with a maximum of 15 sublets per lot; the final lot for a mix design may be increased to 25 sublets. Sublets will be uniform in size with a maximum sublet size based on original Plan quantity tons of HMA as specified in the table below. The sublet locations within each density lot will be determined by the James St Pavement Rehabilitation/Almaroof 5 - 19 April 18, 2018 Project Number: 18-3005 Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. .. ..... .... ........ .................... �. HMA Original Plan Quantity Sublot Size (tons) (tons) <20,000 100 .m... 20,000 to 30,000 .__. 150 _..w.__..__..._....-._>30,000 200 HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation — Acceptance Testing The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. 5-04.3(10)D3 HMA Nonstatistical Compaction — Price Adjustments For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1 -06.2 to determine the appropriate CPF. The maximum CPF shall be 1 .00, however, lots with a calculated CPF in excess of 1 .00 will be used to offset lots with CPF values below 1 .00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1 .00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix. James St Pavement Rehabilitation/Alma roof 5 - 20 April 18, 2018 Project Number: 18-3005 5-04.3(11) Reject Work (March 5, 2018 APWA GSP) 5-04.3(11)A Reject Work General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1 -06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-O4.3(11)B Rejection by Contractor The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5-04.3(11)D Rejection - A Partial Sublot In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1 -06.2(2). James St Pavement Rehabilitation/Alma roof 5 - 21 April 18, 2018 Project Number: 18-3005 5-04.3(11)E Rejection - An Entire Sublot An entire sublet that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublet will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1 -06.2(2). 5-04.3(11)F Rejection - A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1 . When the Composite Pay Factor (CPF) of a lot in progress drops below 1 .00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected, 5-04.3(12) Joints (March 5, 2018 APWA GSP) 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transversejoints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and thejoint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. James St Pavement Rehabilitation/Almaroof 5 - 22 April 18, 2018 Project Number: 18-3005 5-04.3(12)A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedgejoint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedgejoint shall have a vertical edge of not less than the maximum aggregate size or more than '/2 of the compacted lift thickness and then taper down on a slope not steeper than 41-1:1 V. The sloped portion of the HMA notched wedgejoint shall be uniformly compacted. 5-04.3(12)B Bridge Paving Joint Seals 5-04.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interiorjoints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application procedure. Construct the bridge paving joint seal as specified ion the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer's application procedure. 5-04.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in section 5-04.3(12)B1 and the following requirement: 1 . Clean and seal the existing joint between concrete panels in accordance with Section 5-01 .3(8) and the details shown in the Standard Plans. 5-04.3(13) Surface Smoothness (March 5, 2018 APWA GSP) The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than Ys inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than '/4 James St Pavement Rehabilitation/Almaroof 5 - 23 April 18, 2018 Project Number 18-3005 inch in 10 feet from the rate of transverse slope shown in the Plans, When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1 . Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre- Paving planning (5-O4.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) Planing (Milling) Bituminous Pavement The planning plan must be approved by the Engineer and a pre planning meeting must be held prior to the start of any planing. See Section 5-O4.3(14)B2 for information on planning submittals. Locations of existing surfacing to be planed are as shown in the Drawings. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving the concrete pavement and the HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. James St Pavement Rehabilitation/Almaroof 5 - 24 April 1B, 201B Project Number: 18-3005 Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor's planing equipment, using an Engineer approved method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5- 04.3(14).A. 5-O4.3(14)A Pre-Planing Metal Detection Check Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer. See Section 1 -0716(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor's failure to conduct a pre-planing metal detection survey, or from the Contractor's failure to notify the Engineer of any hidden metal that is detected. 5-O4.3(14)B Paving And Planing Under Traffic 5-O4.3(14)B1 General In addition the requirements of Section 1-07.23 and the traffic controls required in Section 'I_-*10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1 . Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are James St Pavement Rehabilitation/Al ma roof 5 - 25 April 18, 2018 Project Number: 18-3005 not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each i individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-1G.7,.. b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. c. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23, 3. Permanent pavement marking must comply with Section 8-22,. 5-O4.3(14)B2 Submittals - Planing Plan And HMA Paving Plan The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation's activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation's traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where peace officers will be stationed when signalization is James St Pavement Rehabilitation/Alma roof 5 - 26 April 18, 2018 Project Number: 18-3005 or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1 . A copy of the accepted traffic control plan, see Section 1 - 1,k,.2,.(2), detailing each day's traffic control as it relates to the specific requirements of that day's planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day's planing, and paving. 2. A copy of each intersection's traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day's work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordinations to be timely made. The plan must show HMAjoints relative to the final pavement marking lane lines. 8. Names,job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 1O.Tonnage of HMA to be placed each day. 11 .Approximate times and days for starting and ending daily operations. 5-O4.3(14)B3 Pre-Paving And Pre-Planing Briefing At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day's operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day's operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, James St Pavement Rehabilitation/Al maroof 5 - 27 April 18, 2018 Project Number: 18-3005 and public convenience and safety. Such discussion includes, but is not limited to: 1 . General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. c. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other contractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planning and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed. g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planning, see Section 5-04.304)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving — additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type equipment as it relates to meeting Specification requirements. c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day's operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublets to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) Sealing Pavement Surfaces (March 5, 2018 APWA GSP) James St Pavement Rehabilitation/Almarcof 5 - 28 April 18, 2013 Project Number: 18-3005 Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) HMA Road Approaches (March 5, 2078 APWA GSP) HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 5-04.4 Measurement HMA Class 1/2", PG 58V-22 will be measured by the ton in accordance with Section 1 -09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component ofthe mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be measured. Roadway cores will be measured per each for the number of cores taken. Preparation of untreated roadway will be measured by the mile once along the centerline of the main line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 0,01 mile. Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile or by the square yard, whichever is designated in the Proposal. Pavement repair excavation will be measured by the square yard of surface marked prior to excavation. Asphalt for prime coat will be measured by the ton in accordance with Section 1-09.2. Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the Proposal. Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. Longitudinal joint seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. Planing bituminous pavement will be measured by the square yard. Measurement shall be made upon actual square yards planed/grind, regardless of the full planing capacity of the equipment used. James St Pavement Rehabilitation/Almaroof 5 - 29 April 18, 2018 Project Number: 18-3005 No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: The unit Contract priced per ton for "HMA Class 112". PG 58V-22" shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in the Subsection and which are included in the Proposal. This work shall include the cost to install an asphalt thickened edge and/or the pre-leveling work in the areas identified on the plans. The cost for anti-stripping additive and water shall be included in this bid item. The cost for all material. tools, labor, and equipment for the tack coat shall be incidental with this bid item. No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to the project and cost shall be included in the various items of the Contract. "Planina Bituminous Pavement, 3.5 Inch Thick" "Planinci Bituminous Pavement, 8 Inch Thick" The unit contract price per square yard for the above items constitutes complete compensation for all materials, tools, equipment and labor necessary or incidental to plane, clean, sweep, haul, stockpile or dispose of the asphalt concrete pavement as specified on the plans or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement; the cost for the temporary transition shall be incidental with this bid item. Payment shall be made upon actual square yards planed, regardless of the full planing capacity of the equipment used. Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: "HMA Class 1/2", PG 58V-22" The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. The Contracting Agency will establish the asphalt binder reference cost twice each month and post the information on the Agency website at: James St Pavement Rehabilitation/Al ma roof 5 - 30 April 18, 2018 Project Number; 18-3005 http://www.wsdot.wa.gov/Business/Construction/EscaIationCIauses.htm The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason, then the Contracting Agency will select a substitute price source to establish the reference cost. The base cost established for this contract is the reference cost posted on the Agency website with an effective date immediately preceding the bid opening date. Adjustments will be based on the most current reference cost for Western Washington or Eastern Washington as posted on the Agency website, depending on where the work is performed. For work completed after all authorized working days are used, the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as follows: No adjustment will be made if the reference cost is within 5% of the base cost. AAd'ustment formulas for HMA items: If the reference cost is greater than or equal to 105% of the base cost, then Adjustment = (Current Reference Cost — (1 .05 x Base Cost)) x (Q x 0.056). If the reference cost is less than or equal to 95% of the base cost, then Adjustment — (Current Reference Cost — (0.95 x Base Cost)) x (Q x 0.056). Where Q = total tons of all classes of HMA paid in the current month's progress payment. "Asphalt Cost Price Adjustment", by calculation. "Asphalt Cost Price Adjustment" will be calculated and paid for as described in this section. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. 5-05 CEMENT CONCRETE PAVEMENT SECTION 5-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.3 Construction Requirements Curing blankets or other method approved by the Engineer shall be used to accelerate curing time where necessary or directed by the Engineer throughout the project. The cement concrete pavement must James St Pavement Rehabilitation/Almarocf 5 - 31 April 18, 2018 Project Number 18-3005 develop a compressive strength of 2,500 psi prior to opening the cement concrete pavement to traffic. Materials, labor, and equipment used for accelerated curing shall be approved by the Engineer and shall be incidental to bid item "Cement Concrete Pavement — Including Dowels" Reinforced concrete as detailed in the plan is required only for non-uniform shaped panels (shown on the jointing plan prepared by the contractor) and panels at the corners of intersection and curves. Reinforcement concrete material/equipment/labors, shall be incidental to bid item "Cement Concrete Pavement — Including Dowels." At each existing gutterjoint location that does not match a cement concrete pavementjoint location, the Contractor shall install a 4' long #5 rebar in the cement concrete pavement parallel to the face of gutter. Materials, labor, and equipment used for the 4' long #5 rebars at each existing gutter joint shall be incidental to bid item "Cement Concrete Pavement — Including Dowels." SECTION 5-05.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.3(8)E Joints Plan Submittal The Contractor shall prepare and submit a Placing and Jointing Plan as required in Special Provision Section 5-05.3(8) Joints, for review and approval by the Engineer at least 7 working days before concrete placement, and indicating the following: a. Proposed layout of contraction, construction and isolation joints. Clearly delineate the different joint types used. b. Layout of surface finishes as indicated in the Plans. Give overall dimensions of each surface finish type. c. Concrete pour sequence. Indicated sequence of paving pour installation. d. Methods for achieving surface smoothness when placing between existing curb and gutter. e. Nojoints are allowed immediately in front of the landing area of curb ramps. f. The jointing plan to show all the non-uniformed shaped panels and panels at the intersection corners and curves, marked as reinforced concrete panel. No concrete paving work shall be allowed to start until Placing and Jointing Plan is approved. SECTION 5-05.3(8) IS DELETED AND REPLACED BY ADDING THE FOLLOWING: 5-05.3(8) Joints The Jointing Plan shall include jointing at intersections, driveways, around Structures including manholes, catch basins, water and gas James St Pavement Rehabilitation/Almaroof 5 - 32 April 18, 2018 Project Number: 18-3005 valves, and other surface features. The Jointing Plan shall identify all types of joints. Provide the Engineer with a copy of all American Concrete Paving Association (ACPA) technical publications the Contractor used as basis for developing the jointing layout plan, such as the American Concrete Paving Association publication for Intersection Joint Layout. The Jointing Plan shall be developed in accordance with the following: a. The larger dimension of a panel shall not be greater than 150% of the smaller dimension. b. Longitudinal joints shall not be placed along the wheel path of the lanes. c. The minimum angle between two intersecting joints shall be 60 degrees. d. Align joints of adjacent panels except where separated by isolation joints or bond break. e. Ensure joint depth, widths, and dimensions are specified. The Contractor shall provide an isolation joint around all manholes, catch basins, water and gas valves located within the cement concrete pavement limits. Joint spacing and location shall be adjusted in order to pass through manholes, valves and catch basins. See design plans and WSDOT Standard Plans A 40.15-00 for typical jointing information. No wastewater from the joint sawcut operations shall be released directly to any stream, storm sewer system, or sanitary sewer system. SECTION 5-05.3(8)D IS SUPPLEMENTED BV ADDING THE FOLLOWING: 5-05.3(8)D Isolation Joints Premolded joint filler in accordance with Section 9-04.1 (2) shall be placed as detailed in the Jointing Plans through the full depth of the concrete pavement for existing manholes, catch basins, gas and water valves within the concrete pavement. SECTION 5-05.3(10) IS SUPPLEMENTED WITH THE FOLLOWING: 5-05.3(10) Tie Bars and Corrosion Resistant Dowel Bars Dowel bars and tie bars for the concrete pavement shall be placed in accordance with the details shown on the Plans. Tie bars around the catch basins frame and grate shall be placed in accordance with the WSDOT Standard Plan A-40.15-00. 5-05.4 Measurement No measurement will be made for dowel bars and tie bars, James St Pavement Rehabilitation/Al ma roof 5 - 33 April 18, 2018 Project Number: 18-3005 SECTION 5-05.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-05.5 Payment The unit contract price per cubic yard for "Cement Concrete Pavement lnclud D.g Dowels" shall be complete compensation for all materials, labor, tools, supplies and equipment necessary for furnishing, installing and finishing the concrete pavement, rebar, bond break material, saw cutting all cement concrete pavement joints as required, as specified herein and as directed by the Engineer. This bid item also includes furnishing and installing corrosion resistant (epoxy coated) dowel bars and any cost for drilling holes, placing dowel bars with baskets; furnishing and installing parting compound and all other costs associated with completing the installation of the corrosion resistant dowel bars. This bid item also includes furnishing and installing rebar and tie-bars and any cost for drilling holes and all other costs associated with completing the installation of the rebar and tie bars. This bid item also includes removing material used to for temporary driveway access, transitions, and end of daily work transitions, accelerating curing and alternate mix design. Design of the placing and jointing plans shall be considered incidental to this bid item. James St Pavement Rehabilitation/Alma roof 5 - 34 April 18, 2018 Project Number: 18-3005 11111$_I.OJN, 7 -_DRAINAGE STRUCTURES, STORM SEWERS, 7-05 MANHOLES, INLET'S, CATCH BASINIS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3 Construction Requirements All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 4-1, 4-2, 5-1 and 5-2 unless specified otherwise. Minimum height for Type 1 -48 inch, 54 inch, and 60 inch manholes shall be 5 feet. Manholes under 5 feet in height shall conform to Kent Standard Plan 4-2. All manholes and Type I I and I I I CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5, The ladder shall be secured from top to bottom, inside the structure wall. No 4 foot hanging ladder sections are allowed. The sanitary sewer manholes shall be fully channeled to conform to the inside diameter of the sewer line from invert to spring line, then the channel shall be vertical to the top of the pipe. The top edge of the channel shall have a radius of 1/2 to 3/4 inch. The shelves shall slope at 2 percent to the top of the channel. All manhole section joints and pick holes shall be filled with grout and smooth finished outside and inside after installation. All manhole penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Manhole frame and covers shall be cast gray or ductile iron (the lid needs to be marked with (STORM) or (SEWER) as needed) and shall comply with the following WSDOT Standard Plans as applicable: B-30.70-03 Circular Frame (Ring) And Cover Note: Metro sewer manhole frame and cover will be delivered by King County Metro Sewer. Catch basin frames, and vaned grates shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with WSDOT standard plan B-30.10-02, and B-30.30-02. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. James St Pavement Reha bi l itatien/Al ma roof 7 - 1 April 18, 2018 Project Number: 18-3005 PVC pipe adaptors shall be KOR-IN-SEAL type flexjoints or sand collars or other materials as approved by the Engineer to permit slight differential movement. All pipe materials other than the above shall be mudded directly into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches inside the structure unless approved otherwise by the Engineer. Block lettering is required on the top surfaces of storm drain castings, and shall read as follows: "OUTFALL TO STREAM, DUMP NO POLLUTANTS" SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility corrrpany or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by James St Pavement Rehabilitation/Almaroof 7 - 2 April 18, 2018 Project Number: 18-3005 the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. Unless otherwise shown on the plans, the asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1 -1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. Unless otherwise shown on the plans, on the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. Reinforced Concrete Collar will be used to install the manholes covers as marked on the plans. The concrete collar and the covers elevation need to match the finished grade level of the pavement. The concrete collar reinforcement detail and dimensions are shown on the plans. SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-05.3(6) Storm Drain Marking The pavement adjacent to all new catch basins shall be marked with the following standard pollution prevention button: Q The Contractor is responsible for installation of the buttons. Markers for publicly owned catch basins will be provided by the City. James St Pavement Rehabilitation/Almaroof 7 - 3 April 18, 2018 Project Number: 18-3005 SECTION 7-05.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-05.5 Payment The unit contract price per each for "Adjust Existing Catch Basin Frame and Grate to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and installing City provided storm drain markers. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. Removing the curb and gutter will paid under a separate bid item. The unit contract price per each for "must Existing Manhole Frame and Cover to Finished Grade with Reinforced Cement Concrete Collar" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and installing City provided storm drain markers. This work also includes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the Reinforced Concrete Collar as shown on the plans and described in the specifications. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. Note: Metro sewer manhole frame and cover will be delivered by King County Metro Sewer. The unit contract price per each for "AAd Ust Existing Manhole Frame a,nd Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and installing City provided storm drain markers. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Remove Existing Manhole Frame and Cover and Install New Circular Frame (Rino) and Cover with Reinforced Cement Concrete Collar" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the James St Pavement Rehabilitation/Almaroof 7 - 4 April 18, 2018 Project Number: 18-3005 plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. This work also includes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the Reinforced Concrete Collar as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and installing City provided storm drain markers. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Replace Existing Catch Basin Frame and: Grate and AdJust to Finished Grade` constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. Removing the curb and gutter will paid under a separate bid item. 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: 7-12.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Gate Valves...................................9-30.3(1) Valve Boxes ..................................9-30.3(4) Valve Marker Posts.........................9-30.3(5) Valve Stem Extensions ...................9-30.3(6) SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.3 Construction Requirements All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. SECTION 7-12.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.3(1) Installation of Valve Marker Posts Valve marker posts conforming to Kent Standard Plan 3-4 shall be located opposite each valve as directed by the Engineer. The 18 inches of exposed post shall be painted with two coats of approved white concrete paint, and then the size of the valve, the type of valve, and the distance in feet from the post to the valve shall be painted on the James St Pavement Rehabilitation/Alma roof 7 - 5 April 18, 2018 Project Number. 18-3005 face of the post, using approved black paint and stencils which produce letters 2-inches high. SECTION 7-12.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 7-12.3(2) Replace Existing Valve Box Top Section and Lid i See Section 9-30.3(4) of the Kent Special Provisions for material specifications. Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type. On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. 7-12.3(3) Adjusting Valve Boxes to Grade On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: James St Pavement Rehabilitation/Almaroof 7 - 6 April 18, 2018 Project Number: 18-3005 7-12.4 Measurement Measurement of valve marker posts shall be incidental for new valve installations, and per each for valve marker post installed opposite an existing valve. Relocation and remarking of existing valve marker posts shall be incidental to the project. SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The unit price bid per each for "Replace Existing Valve Box Tap Section and Lid and Adjust to Finished Grade" constitutes complete compensation for all labor, materials and equipment required to furnish and install the valve box top and lid and adjust the top to final grade after the final lift of asphalt/cement concrete is placed. The costs of excavating, removing and disposing of the existing valve box top and lid are included in the unit bid price for replacing the valve box top and lid. Reference Kent Standard Plan 3-7M. 7-15 SERVICE CONNECTIONS SECTION 7-15.3(9) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.3(9) Meter Boxes and Vaults Water meter boxes shall be installed directly opposite the main line connection; shall be generally perpendicular to the street; and shall be within City sidewalks when they are present. Meter boxes installed within City sidewalks shall be located so that no portion of the meter box is closer than 6 inches to any edge of the sidewalk. Water meter boxes installed outside of City sidewalks shall be located within the easement or right-of-way with the near edge of the box being 1 foot from the property or easement line and set to finished grade. Water meter boxes are specified for varying meter sizes and for varying locations. Water meter boxes within driveways or other traffic areas shall meet the requirement for H-20 traffic loading. Water meter boxes within sidewalks shall be concrete or cast iron. Water meter boxes within planting or similar nontraffic areas may be plastic. Water meter boxes shall be of sufficient size to contain the water meter. With the exception of plastic lids for plastic meter boxes, all lids and covers of meter boxes shall be steel. Water meter vaults shall be adequately sized to contain the meter assembly; shall be set flush to the finished grade; and shall be rated for a H-20 traffic loading unless otherwise shown on the plans. James St Pavement Rehabilitation/Almaroof 7 - 7 April 1 B, 2018 Project Number. 18-3005 SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.4 Measurement Measurement of service connections, relocating existing water meters, meter setters, compound meter assemblies, water meters, meter boxes and abandon water service will be made per each. SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the following bid items when they are included in the Proposal: The unit contract price per each for "Meter Box for Up to 1 Inch Diameter Service" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnish and install new meter box with slip-resistant cover including, but not limited to excavation, backfill, and setting to grade. James St Pavement Rehabilitation/Al ma roof 7 - 8 April 18, 2018 Project Number: 18-3005 QIV"ISI0N 8 - MISQELLANE()US CD3NSXRUC1IbN 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed .............................. ......8-01 .3(2)B and 9-14.2 Fertilizer ....... ........................8-01 .3(2)B and 9-14.3 Mulch and Amendments .... ......8-01 .3(2)D and 9-14.4 Tackifier ..........................—, .8-01 .3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The Contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. James St Pavement Rehabilitation/Almaroof 8 - 1 April 18, 2018 Project Number: 18-3005 The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A 15 SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1 . Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)r Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1 . WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants in waters prohibited James St Pavement Rehabilitation/Al ma roof 8 - 2 April 18, 2018 Project Number: 18-3005 3. City of Kent 2002 Surface Water Design Manual 4. Construction Stormwater General Permit — WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) James St Pavement Rehabilitation/Alma roof 8 - 3 April 18, 2018 Project Number: 18-3005 of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. SECTION 8-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5 Payment The unit bid price per lineal foot for "Filter Fabric Fence" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to construct and install the fence as shown on the plans, including fabric, posts and gravel to anchor fabric. This bid item also includes: maintenance throughout the project; and removal and disposal of the fence and accumulated sediment as directed by the Engineer. The unit contract price per each for "Inlet. Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit contract price per hour for "ESC Lead" shall be full pay for all duties outlined in Section 8-01 .3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. 8-02 ROADS I DE RESTORAT I ON SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECTION 8-02. 1 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 8-02.1 (1) Submittals James St Pavement Rehabilitation/Al ma roof 8 - 4 April 18, 2013 Project Number: 18-3005 The Contractor shall submit within 20 days after Notice to Proceed date a list of all plant material indicating source of supply, order invoice, size and quantity for such species or variety. All plant materials shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestations. Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Engineer. SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.2 Materials Materials shall meet the requirements of the following sections: Topsoil Type A, Type B, and Type C............. 9-14.1 (1), (2), (3) Seed ............................................. .......... 9-14.2 Fertilizer-.............. ............... .... ..... 9-14.3 Mulch and Amendments............................. 9-14.4 Wood Cellulose Fiber ,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,, ,,, 9-14.4(2) Special Planting Mixture................ ............. 9-14.4(9) Erosion Control Devices ................ ............. 9-14.5 Plant Materials....................................... ... 9-14.6 Street Trees............................................. 9-14.6(1)A Stakes, Guys and Wrapping ....................... 9-14.7 Tree Ties ................................................. 9-14.7(1) Water for Plants............................ ............ 9-25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. SECTION 8-02.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: James St Pavement Rehabilitation/Almaroof 8 - 5 April 18, 2018 Project Number: 18-3005 SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1 . Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per force account for "Landscape Restoration" constitutes complete compensation for all labor, materials, tools and equipment necessary for replanting and restore to its existing condition for those areas where landscaping was removed or damaged to facilitate the construction. A list of those plant and landscape material items requiring replacement, due to the construction activities by the Contractor, shall be provided by the Contractor to the Engineer for approval prior to installation. -04 CURBS GUTTERS AND SPILLWAYS 8-04.3 Construction Requirements SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1-05.5(6) of the Kent Special Provisions. If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment "Pedestrian Curb" "Cement Concrete Curb and Gutter" James St Pavement Rehabilitation/Alma roof 8 - 6 April 18, 2018 Project Number: 18-3005 The unit contract price per linear foot for the above items shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES SECTION 8-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.3 Construction Requirements Cement Concrete Driveways shall be installed at the locations indicated on the plans or where directed by the Engineer. See Kent Standard Plan 6-43M. Cement concrete driveways and associated cement concrete curb drops shall be constructed using a 3-day mix. In addition, the Contractor shall immediately implement temporary provisions for access so that no driveway is out of service. Also the Contractor shall not simultaneously work on more than one driveway serving a property. SECTION 8-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.5 Payment The unit contract price per square yard for "Cement Concrete Driveway, 8 Inch Depth. Reinforced" constitutes complete compensation for all materials, labor and equipment required to install 8" thick reinforced cement concrete driveway in accordance with the plans and specifications. Reinforcing steel in the driveway shall be included in this bid item. Reference Kent Standard Plan 6-43M. 8-09 RAISED PAVEMENT MARKERS SECTION 8-09. 1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.1 Description This work shall consist of furnishing, and installing new pavement markers of the type specified in the plans upon the roadway surface in accordance with applicable Kent Standard Plans and/or WSDOT Standard Plans at locations shown in the Contract or as directed by the Engineer. Removal of existing pavement markers shall be included in the unit bid price for this item unless otherwise specified. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-74M. 8-09.3 Construction Requirements SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: James St Pavement Rehabilitation/Almaroof 8 - 7 April 18, 2018 Project Number: 18-3005 8-09.3(1) Preliminary Spotting The Engineer will provide control points at the locations and intervals determined necessary by the City to assist in preliminary spotting of the lines before the placement of raised pavement markers begins. The Contractor shall be responsible for preliminary spotting of the lines to be marked. Approval by the Engineer is required before the placement of raised pavement markers begins. Preliminary spotting to guide the placement of raised pavement markers is required for all longitudinal lines. Preliminary spotting for each lane of raised pavement markers shall be provided at transition points required by Kent Standard Plan 6-74M, RPM Substitution Patterns. SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.3(2) Surface Preparation In removing raised pavement markers and plastic traffic buttons, the Contractor shall: 1 . Haul broken-up pieces of raised pavement markers, plastic traffic buttons and all waste material to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions, 2. Remove all sand, or other waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. 3. Install temporary lane markings at their sole expense, unless the street is going to be remarked, or overlaid immediately after the completed removal of raised pavement markers and/or plastic traffic buttons. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, including the complete removal of all remaining adhesive, and fill any surface voids caused by the removal work. SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.4 Measurement No specific measurement will be made for the removal of raised pavement markers. SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.5 Payment Removal of raised pavement markers, painted and plastic traffic markings shall be considered incidental to the various items of the contract. James St Pavement Rehabilitation/Alma roof 8 - 8 April 18, 2018 Project Number: 18-3005 8-13 MONUMENT CASES SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-13.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the following bid items when they are included in the Proposal: The unit contract price per each for "Install New Monument Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the new monument, case, and cover to finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: remove existing monuments, excavating, backfilling, compacting, surfacing and restoration. Reference Kent Standard Plan 6-72aM. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-14.1 Description This work shall also consist of constructing wheel chair ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity to the dimensions and cross-sections shown in the plans and to the lines and grades as staked by the Engineer. 8-14.3 Construction Requirements SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After trowling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansionjoint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. James St Pavement Rehabilitation/Al ma roof 8 - 9 April 18, 2018 Project Number: 18-3005 Sidewalk ramps shall be of the type specified in the plans. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans and may be formed by either embossing the wet concrete, adding a manufactured material after the concrete has cured, or installing masonry or ceramic tiles. When masonry or ceramic tiles are used, the Contractor shall block out the detectable warning pattern area to the depth required for installation of the tiles and finish the construction of the concrete ramp. After the concrete has set and the forms have been removed, the Contractor shall install the tiles using standard masonry practices. The two-foot wide detectable warning pattern area on the ramp shall be yellow and shall match the color of "Standard Interstate Yellow" paint as specified in Formula K-2-83. Yellow masonry paint for precast curbs, Formula H-3-83, may be used for truncated dome patterns embossed into the concrete surface. SECTION 5-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: "Cement Concrete Sidewalk," per square yard "Cement Concrete Sidewalk Ramp Type Parallel A,,, per each "Cement Concrete Sidewalk Ramn Type Combination," per each The unit bid per square yard or per each for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Unit price shall also include all work necessary to discontinue sidewalk panels at locations of existing power poles. Contractor shall note that some power poles will need to remain in- place until completion of the electrical conversion. This bid item shall include all costs associated with discontinuing sidewalk at pole locations, remobilization after pole removal, and completion of sidewalk system. 8-20 ILLUMINATION TRAFFIC SIGNAL SYSTEMS_, _INTELLIGENT TRANSPORTATION SYSTEMS AND ELECTRICAL SECTION B-20.1 IS REVISED AS FOLLOWS: 8-20.1 Description THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: James St Pavement Rehabilitation/Almaroof 8 - 10 April 18, 2018 Project Number: 18-3005 Unless otherwise noted in the plans, the locations of traffic signal poles, controller cabinets, and street light standards are exact. The locations ofjunction boxes, conduits and similar appurtenances shown in the plans are approximate; and the proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. 8-20.2 Materials SECTION 8-20.2(1) IS REVISED BY ADDING THE FOLLOWING TO PARAGRAPH 3, FOLLOWING ITEM2: 8-20.2(1) Equipment List and Drawings 3. Photometric curve data provided in electronic format IES format files provided on a 3 112 inch diskette or CD-ROM disk. 4. Photometric calculations showing that the proposed luminaire meets the minimum street lighting requirements of the City. 5. Catalog Cuts and/or ordering information clearly showing selected luminaire options. 8-20.3 Construction Requirements SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit THE SECOND PARAGRAPH IS REPLACED /N ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans. Conduits smaller than 2-inch electrical trade size shall not be used. No conduit run shall exceed 225 degree total bends in any run without prior approval of the Engineer. THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH: The Contractor shall install 1/4 inch diameter nylon pull rope in all conduit runs. A tracer wirelerminating within junction boxes shall be ;f� r...,ApA £.ter fI ItI Ire I Ice The tracer IAiire chall he . 111.]1UIISII IIX CJ 11 1.41111A lAllJ 1A At.G11t.14ilA IYlI uninsulated #8 AWG stranded copper.~ THE FOLLOWING CHANGES APPLY TO THE NUMBERED ITEMS FOLLOWING THE WORDS "Galvanized steel conduit shall be installed at the following locations:" Item 1. Change to read "All State highway roadbed crossings" Item 3. Contents are deleted, leaving it BLANK THE THIRD PARAGRAPH OF SECTION B-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-20.3(8) Wiring James St Pavement Rehahilitation/Almaroof 8 - 11 April 18, 2018 Project Number: 18-3005 All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securelyjoin the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(10) 1S REVISED AS FOLLOWS: 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS: 8-20.3(14)C Induction Loop Vehicle Detectors THE LAST SENTENCE IN ITEM 2 1S REVISED TO READ: Each additional loop installed in the lane shall be on 12 foot centers, ITEM 4 IS REVISED AS FOLLOWS: 4. All loops shall be installed after grinding and prior to pouring the concrete. All loops shall be Preformed Loops and embedded within the concrete pavement. ITEM 7, 9 AND ITEM 10 CONTENTS ARE DELETED, LEAVING THEM BLANK. SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THIS SECTION: Loop sealant shall be CrafcoTm Loop Detector Sealant 271 , or approved equal. Installation shall conform to the manufacturer's recommendations. SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: 8-20.3(14)D Test for Induction Loops and Lead-in Cable SPECIFIED TESTS ARE REVISED AS FOLLOWS: Test B — A megger test at 500 volts DC shall be made between the cable shield and grounding, prior to connection to grounding. The resistance shall equal or exceed 200 megohms. Test C — A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. James St Pavement Rehabi I itation/Alma roof 8 - 12 April 18, 2018 Project Number: 18-3005 SECTION 8-20.3(14)E IS REVISED AS FOLLOWS: 8-20.3(14)E Signal Standards ITEM 8 IS REVISED AS FOLLOWS: 8. All tenons shall be field installed using Astro-BracTm AB-3008 Clamp Kits, or pre-approved equal. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The unit contract price per each for "Adi'ust. Existing Junction Box to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The lump sum contract price for "Traffic Si nal Modification" shall be full pay for the complete signal system as shown in the Plans and described in Section 8-20.1 of the Kent Special Provisions, and as herein specified including but not limited to: excavation, backfilling, compaction, conduit, wiring, traffic loops (Preformed Loops), remove 4 existing pedestrian pushbutton assemblies and install 4 new ADA compliant pedestrian pushbutton assemblies, wiring between pedestrian signal head and pedestrian pushbutton assembly, and covering abandoned holes. Replace one existing pedestrian pushbutton post and install one ADA complaint new pedestrian pushbutton post, concrete foundation, supplying and installing the pedestrian pushbutton post. Saw cutting, lead-in wire, home run cable, connect new wiring to existing home run cable, sealing, 3 junction boxes type 2 with slip resistant cover, restoring facilities which destroyed or removed for installation, salvaging existing materials, making all required tests, and all inspections needed. All additional materials, tools, supplies, equipment and labor, not shown in the plans or called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. Deliver the removed pedestrian pushbutton assemblies and pedestrian pushbutton post to the City of Kent Signal Maintenance Facility. The unit contract price per each for "Video Detection System, Complete, Including Installation" constitutes complete compensation for all video detection components and installation, and shall consists of, but is not limited to: camera/radar (advance) video zoom NTSC 115V AC (color), Astro-Brat camera mount 74" tube36" bands, video processor Iteris (EDGE2-1N-PAK) 1 camera 24VDC, video extension module Vantage James St Pavement Rehab ilitation/Almaroof 8 - 13 April 18, 2018 Project Number 18-3005 Edge 2 4-channel, cable Siamese Belden 8281 and 16/3 power combined 250 ft. and coordination with the City of Kent Traffic department. This bid item also includes sighting adjustment for phasing and as directed by the engineer. All additional materials not shown in the plans or called for herein and which are required to complete the video detection system installation shall be included in the unit contract price of this bit item. Also includes remove the system after new loops are installed and connected and deliver the system to City Signal Shop. The video detection system shall become the property of the City of Kent upon project completion. No removal allowed for the existing traffic loops and existing signal system before the complete installation and testing of a functional video detection system. 8-21 PERMANENT SIGNING SECTION 8-21.2 IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 8-21.2 Materials Sign posts shall be rolled carbon sheet steel, ASTM 1011 or ASTM A653 grade 50 and be hot dipped galvanized per AASHTO M-120 with minimum yield strength of 60,000 psi. Sign posts shall be 2" square with 7/16" diameter pre-punched holes on 1 " center full length of the post on all sides. Post anchors shall be zinc hot dipped galvanized material meeting ASTM A500 grade B, 7 gauge. 2 1/2" x 2 '/2" square Telespar anchor or Engineer approved equivalent. Post anchor length shall be 30". Post anchor shall have a 7/16" diameter hole on each side of the post located 2" from the top. 8-21.3 Construction Requirements All sign post shall be installed on cement concrete foundation and post anchor per Kent Standard Plan 6-82aM. The concrete in the sign foundation shall be Commercial Concrete in accordance with the requirements of Section 6-02. Cement concrete foundation and post anchor shall be allowed to cure at least 24 hours prior to post and sign installation. The vertical distance from the bottom of the sign to the edge of traveled way shall not be less than 7 feet, except that the vertical distance from the bottom of W1 -8 sign to the edge of traveled way shall be not less than 48 inches and not greater than 60 inches. The vertical distance from the bottom of the sign to the ground surface for D3 series signs shall not be less than 9 feet. SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING: 8-21.3(4) Sign Removal James St Pavement Rehabilitation/Almaroof 8 - 14 April 18, 2018 Project Number: 18-3005 Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs, and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 240`b Street (a.k.a. West James Street). All signs shall be delivered to the Sign Shop prior to physical completion of the project. The Contractor shall be charged $2,00 per square foot for any signs that are lost or are rendered unusable as signs by the Contractor's operation. Also see Section 2-02.3 of the Kent Special Provisions. All signs that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 8-21.3(5) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-21.3(5) Sign Relocation Relocated signs shall be installed on new wood posts unless otherwise specified on the plans, or by the Engineer. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-21.5 Payment The unit contract price per lump sum for "Permanent Signing" shall also constitutes complete compensation for all labor, tools materials, hardware, supplies and equipment necessary to supply and install traffic signs shown on the plans and described in the specifications. This bid item includes but is not limited to: excavation, backfilling, concrete foundation, and supplying and installing the sign, and sign post. 8-22 PAVEMENT MARKING SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Type A (Liquid Hot Applied Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Crosswalk Lines • Plastic Stop Lines Type B (Pre-Formed Fused Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Bike Lane Symbols James St Pavement Rehabilitation/Almaroof 8 - 15 April 18, 2018 Project Number: 18-3005 • Plastic Speed Bump markings Type D (Liquid Cold Applied Methyl Methacrylate) plastic material shall be used when applying the following pavement markings. Profiled Plastic lane lines + Plastic flat long lines • Profiled Plastic Skip Lane Line • Profiled Plastic wide lane lines • Plastic Bike Lane Lines • Profiled Plastic Double Yellow Center Line • Profiled Plastic Two-Way Left Turn Lane Lines Plastic Traffic Arrows « Plastic Traffic Letters • Plastic Railroad Crossing makings Painted striping and curbing paint shall be installed using Low VOC Solvent Based Paint meeting the requirements of Section 9-34. Type A plastic material shall be BC2000 series or approved equal meeting the requirements of Section 9-34 and the following requirements. Type A plastic materials shall be capable of being applied at a temperature between 375 OF to 450 OF (190 °C to 230 °C) and to the required thickness without excessive overspray, running or deformation of the edges. Type A plastic materials shall be capable of bearing traffic within 5 minutes after application, 10 minutes when pavement surface temperature is at or above 130 °F(54°C), and show no deformation or flaking at temperatures between —10 OF to 140 OF (- 23 °C to 60 °C). The marking compound shall contain glass beads and shall have top dressing of glass beads applied. Type B plastic material shall have glass beads homogeneously blended throughout the material with a securely bonded protruding exposed layer of beads that provide immediate and required retroreflectivity. No additional glass beads shall be needed to be dropped on the material during application to obtain the required retroreflectivity. Type D plastic material shall meet the requirements of Section 9-34. Glass beads shall be as recommended by the material manufacturer. Raised Pavement Markers shall meet the requirements of Section 8- 09.2. All materials shall be selected from material listed in the Washington State Department of Transportation qualified product list (QPL). SECTION 8.22.3 IS SUPPLEMENTED WITH THE FOLLOWING: 8-22.3 Construction Requirements Profiled and Embossed plastic lines shall be constructed in accordance with the WSDOT Standard Plan M-20.20-02 James St Pavement Rehabilitation/Al ma roof 8 - 16 April 18, 2018 Project Number: 18-3005 SECTION 8-22.3(1) 1S DELETED AND REPLACED WITH THE FOLLOWING: 8-22.3(1) Preliminary Spotting The Contractor shall be responsible for preliminary spotting of the lines to be marked and verification that minimum lane widths will result from the application. Preliminary spotting to guide the placement of longitudinal lines is required. Preliminary spotting for each lane lines shall be provided at transition points as required by Kent Standard Plan 6-74M. Approval by the Engineer is required before the placement of permanent pavement marking. SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). SECTION 8-22.3(3) IS SUPPLEMENTED BYADDING THE FOLLOWING: B-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. SECTION 8-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3)B Line Patterns Double Solid Yellow Center Line - Two solid yellow lines, each 4 inches wide, separated by a 4-inch space. Single Solid Yellow Center Line - One solid yellow line, 4 inches wide, to delineate adjacent curb, barrier, etc. at select locations. James St Pavement Rehabilitation/Alma roof 8 - 17 April 18, 2018 Project Number: 18-3005 Skip Center Line - A broken yellow line 4 inches wide. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Skip center stripe may be used as centerline delineation on select two way highways and streets. Two Way Left Turn Line (TWLTL) - A solid yellow line, 4 inches wide, with a broken yellow line 4 inches wide, separated by a 4-inch space. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. The solid line shall be installed to the right of the broken line relative to the direction of travel and for each direction of travel. Skip Lane Line - A broken white line 4 inches wide to delineate adjacent lanes traveling in the same direction. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Gore / Wide Lane Line - A solid white line 8 inches wide used for delineation at ramp connections, to separate left and right turning movements from through movements, to separate high Occupancy Vehicle (HOV) lanes from general purpose lanes, for traffic islands, hash marks, chevrons, and other applications. Wide Dotted Line - A broken white or yellow line, 8 inches wide, matching color with its associated solid or broken line. The dotted pattern shall be based on an 8-foot unit consisting of a 2-foot line and a 6-foot gap. Dotted Line - A broken white or yellow line, 4 inches wide, matching color with its associated solid or broken line, an extension of an edge line, lane line, or centerline used at exit ramps, intersections, horizontal curves, multiple turn lanes, and other locations where the direction of travel for through traffic is unclear. The dotted pattern shall be based on a 5-foot unit consisting of a 2-foot line and a 4-foot gap. Edge Line / Solid Lane Line - A single solid white line 4 inches wide used for road edge and lane delineation, bike lane delineation, adjacent lanes traveling in the same direction or bus pull-outs. Crosswalk Stripe A series of pairs of parallel SOLID WHITE lines, 8-feet long as shown in Kent Standard Plan 6-75M. SECTION B-22.3(5) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-22.3(5) Installation Instructions RPMs shall be installed per the requirements of Section 8-09.3(4), SECTION B-22.3(6) IS SUPPLEMENTED BYADDING THE FOLLOWING: James St Pavement Rehabilitation/Almaroof 8 - 18 April 18, 2018 Project Number: 18-3005 8-22.3(6) Removal of Pavement Markings Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Painting is not an acceptable method for obliteration or removal of pavement markings. Only hydroblasting equipment will be allowed for the removal of pavement markings. Vacuum shrouded equipment, or other equally effective means, shall be used to contain and collect all debris and excess water. Collected water and debris shall be disposed of off the project site in accordance with Department of Ecology or other federal, state or local regulations. The removal of raised pavement markers shall be incidental to the removal of the associated marking. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section 8- 09.3(l) of the Kent Special Provisions. The City has not shown the type of existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.4 Measurement Measurement of profiled plastic double yellow center paint stripe shall be measured by the completed linear foot. No deduction will be made for the unmarked area when the pavement marking includes a skip stripe; and no additional measurement will be allowed when more than one line can be installed on a single pass of the marking system. Measurement of raised pavement markers will be units of one hundred for each type of marker furnished and set in place. SECTION 8-22.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.5 Payment James St Pavement Rehabilitation/Alma roof 8 - 19 April 18, 2018 Project Number, 18-3005 "Profiled Plastic Double Yellow Center Line," per linear foot "Profiled Plastic Skip Lane Line," per linear foot "Profiled Plastic Wide Lane Line," per linear foot "Plastic Stop Line. (24 IInch Wide per linear foot 8-23 TEMPORARY PAVEMENT MARKINGS THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.1 Description The work shall consist of furnishing, installing and removing temporary pavement markings. Temporary pavement markings shall be provided where noted in the plans and for all lane shifts and detours resulting from construction activities. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.4 Measurement No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.5 Payment No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to the project and cost shall be included in the various items of the contract. DIVISION 8 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 8-30 PROJE T alr2lNa 8-30.1 Description This work shall consist of providing all posts, braces, and hardware and installation and maintenance of project signs where shown in the plans or where directed by the Engineer. All project signs become the property of the City at the end of the project, and the Contractor shall deliver project signs to the City Maintenance Shop, 8-30.2 Materials Sign posts shall be 4 inch x 6 inch Fir. James st Pavement Rehabilitation/Al ma roof 8 - 20 April 18, 2018 Project Number: 18-3005 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three (3) vertical 4 inch x 4 inch Fir posts shall be attached to the sign board. Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3 Installation Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design with no more than 12.25 square inches of drilled shear area at a point 2 inches above the ground, or as directed by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.4 Measurement Project signs will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs—as determined by the Engineer—shall be deemed noncompliance with this Specification. 8-30.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid item when included in the Proposal: The unit contract price per each for "Project, Sian" constitutes complete compensation for furnishing all sign(s), labor and materials, installation and maintenance of project sign(s) for the life of the project and removal and delivery of sign(s) to the City Shops. Failure to adequately maintain and deliver the project signs to the City Maintenance Shop after project completion shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. James St Pavement Rehabilitation/Almaroof 8 - 21 April 18, 2018 Project Number. 18-3005 9-03 AGGREGATES 9-03.12 Gravel Backfill SECTION 9-03. 12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. % % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. 9-03.14 Borrow SECTION 9-03. 14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing 3 Inch* 100 3/4 Inch 65 - 100 U.S. No. 4 25 - 70 U.S. No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. James St Pavement Rehabilitation/Almaroof 9 - 1 April 18, 2018 Project Number: 18-3005 Where additional materials are required to formulate the street sub- base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply. SECTION 9-03. 17 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.17 Foundation Material Class I and Class I I Foundation Material Class I and Class I I shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class I I shall conform to the following gradations: Percent Passing Sieve Size Class I Class II 6" square 100 --- 4" square --- 100 2" square 0 65-85 1 " square --- 40-70 1/4" square --- 20 max All percentages are by weight. In addition, all rock shall be sound, angular ledge rock or recycled cement concrete pavement meeting the following specifications. Suppliers of recycled cement concrete products shall have a quality assurance program reviewed and approved by the City. Each rock or piece of recycled cement concrete pavement shall have at least two fractured faces. Adsorption 3% max (Corps of Engineers CRD-C-107) Accelerated Expansion (15) days 15% max Soundness 5% max loss Density (solid volume) 155 pcf min Specific Gravity 2,48 min 9-03.21 Recycled Material SECTION 9-03.21(1)D /S SUPPLEMENTED BYADD/NG THE FOLLOWING: James St Pavement Rehabilitation/Almaroof 9 - 2 April 18, 2018 Project Number: 18-3005 9-03.21 (1)D Recycled Steel Furnace Slag Steel Furnace Slag shall not be used for any purposes, 9-13 RIPRAPQUARRY SPALLS SLOPE PROTECTIPNt ANP LROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION. 9-13.8 Rock for Ditches Rocks for ditches shall meet the following requirements for grading: Sieve Size Percent Passing 12" 95 to 100 6" 40 to 60 3" 10 to 20 3/4" 0 to 5 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.1 Topsoil SECTION 9-14. 1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.1 (1) Topsoil Type A Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 — 67% sand and/or sandy loam and 33 — 50% composted organic material by volume. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils," and TMECC 05.07A "Loss-On-Ignition Organic Matter Method." Compost-Amended Planting soil shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, Scot's broom, reed canary grass, Himalayan blackberry, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense, A. The soil shall meet the following requirements. 1 . The mixed soil shall meet the following gradation: James St Pavement Rehabilitation/Al ma roof 9 - 3 April 18, 2018 Project Number: 18-3005 ..................................................................... Screen Percent Size * Passina 2 inch 100 1 inch 99-100 5/8" 90 — 100mm 1/4" 75-100 *Maximum particle length of 6 inches B. Shall have a pH range between 5.5 and 8.5. The pH shall be determined by soil test. C. Organic material shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content and meet all requirements for compost in section 9-14.4(8) of the Standard Specifications. D. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil and compost specifications to the Engineer or project Ecologist for approval no less than seven (7) days before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. E. Site specific soil testing (after placement of material) may be required for projects requiring more than 50 cubic yards of compost- amended planting soil A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the owner. The Contractor will be allowed five (5) Working Days to complete the testing from the time of written notice given by the Engineer. F. A sample of the compost amended planting soil shall be provided to the Engineer or project Ecologist in a 1 -gallon re-closable bag at least seven (7) days prior to application. 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.1 General All signs shall be reflectorized except for City Project Signs. ALL PERMANENT SIGNS, EXCEPT "NO PARKING ANYTIME" SIGNS SHALL HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO- REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. "NO PARKING ANYTIME" signs shall have engineer grade retro- reflectorized sheeting. 9-28.14 Sign Support Structures SECTION 9-28.14(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: James St Pavement Rehabilitation/Almaroof 9 - 4 April 18, 2018 Project Number: 18-3005 9-28.14(2) Steel Structures and Posts Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign bridge structures and cantilever sign structures shall conform to either ASTM A 36 or ASTM A 53 Grade B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as specified in the plans or Standard Plans. All other structural steel for sign bridge structures and cantilever sign structures shall conform to ASTM A 36. Truss member connection hardware shall conform to Section 9-06.5(3). Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B Type E or S, and shall be Schedule 40 unless otherwise specified. All other structural steel for bridge mounted sign brackets shall conform to ASTM A 36. U bolts, and associated nuts and washers, shall be stainless steel conforming to Section 9-28.11, and shall be fabricated hot. Anchor rods, nuts and washers for sign bridge structure foundations shall conform to Section 9-06.5(4). Anchor rods for cantilever sign structure foundations shall conform to ASTM F 1554 Grade 104, including the appropriate supplemental requirements for grade and manufacturer's identification, and charpy impact testing (15 foot- pounds minimum at 40F). Nuts and washers for cantilever sign structure foundations shall conform to AASHTO M 291 Grade DH and AASHTO M 293, respectively. Anchor rods for sign bridge structures and cantilever sign structures shall be galvanized after fabrication a minimum of 1 '-0" at the exposed end in accordance with AAS ITO M 232. Anchor rod templates shall conform to ASTM A 36, but need not be galvanized. Steel sign structures and posts shall be galvanized after fabrication in accordance with AASHTO M 111 , unless noted otherwise in the plans. All bolts, nuts, and washers shall be galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise specified in the plans or Kent Special Provisions, metal surfaces shall not be painted. Minor fabricating and modifications necessary for galvanizing will be allowed if not detrimental to the end product as determined by the Engineer. If such modifications are contemplated, the Contractor shall submit to the Engineer, for approval six copies of the proposed modifications, prior to fabrication. 9-29 II 1 11 AINATIOM SIGNAL FI CCTDICAI SECTION 9-29.1 1S SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE BEGINNING OF THIS SECTION: 9-29.1 Conduit, Innerduct, and Outerduct Unless otherwise specified on the Street Lighting or Traffic Signal Plans, all conduits for street lighting, traffic signals and traffic signal James St Pavement Rehabilitation/Almaroof 9 - 5 April 13, 2018 Project Number: 18-3005 interconnect cables for projects within the city limits of Kent shall be Schedule 80 PVC conduit, minimum size 2 inches. 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes SECTION 9-29.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THESE SECTIONS: 9-29.2(1)A Standard Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. 9-29.2(1)B Heavy-Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. SECTION 9-29.3 IS REVISED AS FOLLOWS: 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable SECTION 9-29.3(2)1 IS REVISED AS FOLLOWS: 9-29.3(2) 1 Twisted-Pair Communication Cable Replace "AWG 22" with "#AWG 19". THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS: This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. 9-29.6 Light and Signal Standards SECTION 9-29.6(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-29.6(2) Slip Base Hardware INSERT THE FOLLOWING PARAGRAPH AT THE BEGINNING OF THIS SECTION: Unless otherwise specified on the Street Lighting Plans, street light standards shall not have slip bases. SECTION 9-29.6(5) IS SUPPLEMENTED AT THE END OF THE SECTION WITH THE FOLLOWING PARAGRAPH: 9-29.6(5) Foundation Hardware Breakaway supports for street light standards shall conform to Precisionform Inc. model PH 200-1A Breakaway Supports, or approved equal. James St Pavement Rehabilitation/Al ma roof 9 - 6 April 18, 2018 Project Number. 18-3005 9-29.12 Electrical Splice Materials SECTION 9-29. 12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(2) Traffic Signal Splice Material Induction loop splices shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the splicing materials. Each solderless crimp connector splice shall be wrapped with Scotch'""#06147 Electrical Moisture Sealant, or approved equal. SECTION 9-29. 19 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.19 Pedestrian Push Buttons Where noted in the contract, pedestrian push buttons of substantially tamper-proof construction shall be furnished and installed. They shall consist of a 2-inch nominal diameter plunger and be ADA compliant. ADA push buttons shall be Campbell Company, Advisor TM (AGPS) or Campbell Company, GuardianT°" type assemblies or approved equal. The pedestrian push button assembly shall be constructed where shown in the plans. The assembly shall be constructed so that it will be impossible to receive an electrical shock under any weather conditions. SECTION 9-29.20 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.20 Pedestrian Signals Pedestrian signals shall be filled in Hand/Man with Countdown Display, containing LED type optics only. Countdown pedestrian signals shall be (Gelcore part number PS7-CFF1 -01A-18 or approved equal). 9-30 WATER DISTRIBUTION MATERIALS SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(4) Valve Boxes Valve boxes shall be installed on all buried valves and conform to Kent Standard Plan 3-7M. The box shall be of cast iron, 2-piece design with a base corresponding to the size of the valve and the top section. The box shall be coal-tar painted by the manufacturer using industry standards. The valve box top section shall be an Olympic Foundry No. 940. The cover shall be an Olympic Foundry deep skirt No. 940 DS, have the word "WATER" cast into it, and shall be of the non-locking type, unless a locking cover is specifically called for in the Kent Special Provisions or shown on the plans. The bottom section shall be an Olympic VB-IC or approved equal. James St Pavement Rehabilitation/Almaroof 9 - 7 April 18, 2018 Project Number: 18-3005 A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall be poured around each valve box top section not located within asphalt or concrete finished areas. Valve box covers shall) have the lugs or stainless cap screws installed parallel to the direction of water flow. James St Pavement Rehabilitation/Almaroof 9 - 8 April 18, 2018 Project Number: 18-3005 SCENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-7M Valve Box and Operating Nut Extender STORM 5-31 Filter Fabric Fence STREET 6-33M Cement Concrete Curbs 6-34M Curb and Sidewalk Joint Example 6-35M Expansion and Contraction/Control Joints 6-42 Residential Cement Concrete Driveway Approach 6-43M Commercial Cement Concrete Driveway Approach 6-71 aM Roadway Barricades 6-71 bM Pedestrian Barricades 6-72aM Standard Monument, Monument Case, Cover and Riser 6-74M Typical Lane Markings 6-75M Thermoplastic Crosswalk Markings 6-76M Plastic Arrows, Stop Bars & Only Legend 6-81 M Left Turn Pocket at End of Two Way Left Turn Lane 6-82aM Sign Post Installation Type A 6-82bM Sign Post Base Plate Installation Type B 6-93 Standard Junction Box Types 1 & 2 (2 sheets) James St Pavement Rehabilitation/Al ma roof A - 1 April 18, 2018 Project Number: 18-3005 Cl - OLYMPIC FOUNDRY VB 940 WITH TWO(2) CH ''DEEP SKIRT' COVER.THE COVER SHALL MARKED"WATER' SEE NOTES 3,4 AND S. SLOPE AWAY 2% MAX(TYP) BE 4' g �r SEE NOTE 3-- cz ri -- M r WATER MAIN u )ER— EXTENSION AS ? DIRECTION CARE SHALL BE TAKEN IN NEEDED BACKFILL OPERATIONS (BELOW RIGHT) iO , ENSURING CENTER WITH �^/ OPERATING NUT AT ALL TIMES--.✓ a TxTx4"THICK CONCRETE (3,000 PSI) PAD AROUND VALVE BASE SECTION: RICH 24" a COVER IN UNPAVED AREAS VALVE BOX BOTTOM, OLYMPIC NO. VB1C OR PLAN PRE-APPROVED EQUAL AND SHALL BE COMPATIBLE WITH TOP SECTION - 2" SQUARE OPERATING NUT E 7IROCK GUARD, 4 1/4" DIA. 1/8" MIN.THICK 0 z w H � VALVE BOX WITH z w w z OPERATING NUT EXTENDER J 3/4" SOLID STEEL ROD. NOTES: 1, EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE(3) FEET BELOW FINISHED GRADE. - 2, EXTENSIONS SHALL BE SIZED AS NEEDED,AND PAINTED WITH TWO (2) OPERATING NUT EXTENDER COATS OF METAL PAINT. NOTE:THIS PLAN AS NOT A LEGAL ENGINEERING DOCUMENT BUT 3, EARS, LUGS OR STAINLESS CAP �^RL AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S SCREWS (TRANSMISSION MAIN .---.-, 1,, ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ONLY)ON COVER SHALL BE ALIGNED C5A'Nfft lf,,+,, THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. WITH DIRECTION OF WATER FLOW, G' Y.^� ,{ CITY OF KENT SEE ILLUSTRATION UPPER RIGHT. A�� _ 4' �', ,', ENGINEERING DEPARTMENT 4, FOR ADDITIONAL REQUIREMENTS AND VALVE BOX AND USE SEE CITY OF KENT DEVELOPMENT KENT OPERATING NUT EXTENDER STANDARD SECTION 3.19.B AND C. y38296 {'i+ "'4 "[{•'�� "57 6ESIONLp CCJK _._...._._.. ...._ scnLe . __!� aE.... .. srnNonRo Pulp B. VALVE BOX SHALL BE CENTERED OVER `S"lOMrAL tyCs cu�cKEo"""""4�K """"'"" onre 2"SQUARE OPERATING NUT. '... 3-7 M APPROVFfI -----R NEWLY GRADED OR WIRE FABRIC DISTURBED SIDE SLOPE 2' 2' FILTER FABRIC z FLOW MATERIAL . ate,. -LARGE ROCK 2"OR GREATER IN DIAMETER NATIVE BACKFILL MATERIAL OR ``. �.'y� 'h. `" 3/4"-1,5"WASHED GRAVEL r Bl, SECTION A-A FILTER FABRIC MATERIAL 2"x2"x14 GAUGE WELDED WIRE FABRIC OR MIRAFI 100X OR EQUIVALENT A f"" WIRE RINGS EQUAL(IF 16C# EXTRA STRENGTH FABRIC (TYPICAL) IS USED MAY ELIMINATE WIRE FABRIC) t - JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. ZZ USE STAPLES,WIRE RINGS, '" OR EQUIVALENT TO ATTACH FABRIC TO POSTS. � fsrEEL�0n RN\ 67111olk ` °5 I I I I C1 LJ 2 X 4 WOOD POSTS. LJ 6'0,C. INSTALLATION NOTES: ELEVATION 1. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE AFTER THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.THE NEWLY DISTURBED AREAS RESULTING FROM FILTER FABRIC REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED OR STABILIZED AS APPROVED BY THE ENGINEER. 2. FILTER FABRIC FENCES SHALL BE NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT INSPECTED IMMEDIATELY AFTER EACH AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE RAINFALL AND AT LEAST DAILY Soo-"PR, ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT DURING PROLONGED RAINFALL.ANY ' , WASH THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. �w cO CITY OF KENT y y.. ENGINEERING DEPARTMENT 3. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT, KEWT FILTER FABRIC FENCE 4. INSTALL THE SILT FENCE FIRST, ISTB'� AFTER THE SILT FENCE HAS BEEN S'S) �T~w Da WNl�P eN - SCALE NONE STANDARD PI N �, ... .�... INSTALLED, CONSTRUCT BERM AND 0N/SI. T CHECKED .. DATE ___ TRENCH. rJ-3� MPRUVF.'.D --, 10" ....._. 21/2° 5" 21✓2° srz° 5 Zo ""',js EPDXY ADHESIVE f - rvn o FOR FRESH CONCRETE COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 19 COMBINED CURB AND GUTTER 3D LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL 3 1/2" /� 5'-0'' HAND TROWELED 1.5°/a TAPER SECTION I%MIN. - A 2%MAX, p 24" ROLLED CURB `O SIDEWALK 4 12" ...........m...mmmmmm_____.. MAINTAIN EDGE z4 OF CONCRETE CURB�, ROLLED CURB mw CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL OP LIP BETWEEN GUTTER AND CURB *1/2"'OR**1"- S �'-SLOP ADA RAMP DRIVEWAY NOTES: NOTE: 1. CONCRETE CLASS 3000. TYPICAL, UNLESS WITHIN DRIVEWAY SECTION, SEE FACE OF CURB SHALL DRIVEWAY STANDARD PLANS. NOT EXTEND BEYOND THE FACE OF 2. ROLLED CURB MAY ONLY BE USED WITHIN A CUL-DE-SAC. GUARDRAIL TOWARD THE TRAFFIC LANE 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION,THE GUTTER PAN WILL MATCH THE B„ ADJACENT PAVEMENT SLOPE. „1 1/2 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%, 14�* m _VARIES 5. FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED, FORMS SHALL BE SET TRUE TO LINE AND GRADE AND SECURELY STAKED PRIOR TO CONCRETE PLACEMENT. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT FRE�'� AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT PAVEMENT WASAp�+iz THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, � a EXTRUDED CURB UNDER GUARDRAIL CITY OF KENT Clj,F, �„ p ........._. ENGINEERING DEPARTMENT CEMENT CONCRETE �y�,3azss q ! !T CURBS DESIGNED WK SCALE NONE--.�, STANDARD Punl DRAWN- Spa- . S,XADiNA1, ✓ CHECKED JB YDATE APPROVED ...ENGINEER V JJM FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL CB --FULL WIDTH ADA DETECTABLE WARNING SURFACE(TYP.) CURBRAMP OR DRIVEWAY All 1/4" WIDE x 250%SLAB DEPTH (1" MIN.) CONTRACTION/CONTROL JOINT(TYP.)_.............m......_._ 3/8" EXPANSION JOINT(TYP,) /- CB SEE KENT STANDARD PLAN SECTION 5 FOR ADDITIONAL CB GRATE REQUIREMENTS 1/4"WIDE x 259/a SLAB DEPTH(1" MIN.) CONTRACTION/CONTROL JOINT(TYP.) LEGEND: A --- A BOND BREAK JOINT EXPANSION JOINT ----- CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: 4"THICK SIDEWALK 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL SECTION A-A NOTES: 1. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS, INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED 1/4" RADIUS EDGING TOOL. ON SEPARATE POUR AREAS.JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF CONSTRUCTION AN EXPANSION JOINT CONSISTING OF BOND AASHTO M33 (ASTM D994). BREAK JOINT MATERIAL FULL DEPTH SHALL BE PLACED BETWEEN THE CURB OR THICKENED EDGE AND THE 2. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED ADJACENT SIDEWALK. JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT A MINIMUM OF 15 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. 7, ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY SLIP-FORMING,A OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS PREMOLDED STRIP UP TO 1/2"THICK AND UP TO FULL DEPTH MAY BE USED, MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR OF ADA RAMPS OR DRIVEWAY WINGS. SEPARATED BY PLANTING STRIP. 4, CONTRACTION/CONTROL JOINTS NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CONSISTING OF 1/4"WIDE x 25%SLAB AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE DEPTH SHALL BE TOOLED INTO jA FRF+Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CONCRETE FINISH ANIN SIDEWALK AT FIVE FOOT INTERVALS, , 'SHALL BE MADE pF WA.S THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. INTERMEDIATE TO THE EXPANSION tea' -F, CITY OF KENT JOINTS. Th �, '�.". '} ENGINEERING DEPARTMENT CURB AND SIDEWALK JOINT 5. AS ALTERNATIVE TO EXPANSION ��T EXAMPLE JOINTS AROUND STRUCTURES, KS 38296 'Q' w .."'�" REINFORCING BARS MAY BE EMBEDDEDQ '� oesicHEo wK c Igo S uDUE STANDARD PLAN IN CONCRETE ON FOUR SIDES OF *5, ''v DRAWIT `'.i -- ........ STRUCTURES. vl(7NAL CHECKED JD ..'. DATE 6-34M APPROVED euewecA — 15' MAX. -- BROOMED FINISH PERPENDICULAR EXPANSION 5, �5, 5° TO PEDESTRIAN TRAVEL(TYP.) JOINT(TYP.) _. k SEE DETAIL"A"-`\ _ 4"SHINE 2"SHINE FINISH � FINISH SIDEWALK .> WIDTH VARIES �' \. w - - EXPANSION a �' JOINT(TYP.) SEE DETAIL"A" PLANTER STRIP � \ (WHEN RE °D CONTRACTION/CONTROL \ \ .., JOINS"(TYIP,}SEE DETAIL"B" \ CURB AND GUTTER—•-'-„ \ SS EXPANSION JOINT - •.,. (TYD)SEE DETAIL"A"' FOR NEW SEWER CONSTRUCTION; STAMP FACE OF CURB WHERE SIDE \ 7� SEWER CROSSES PERPENDICULAR TO CURB. 3" HIGH LETTERS 1/4" DEPTH. 15' MAX. »— +.e 2°p SHINE FINISH SHINE FINISH " _ 4 2 3/8"x FULL DEPTH EXPANSION JOINT 2" CONTRACTION/CONTROL MATERIAL, 15' O.C. SEE NOTE 1 JOINT, 5'O.C. SEE NOTE 2 DETAIL"A" DETAIL"B" EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: ---PEDESTRIAN TRAVEL DIRECTION- 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL I.S% DRIVEWAY SHINE FINISH SIDEWALK -- 4"CONCRETE PER WSDOT q° STD.SPECIFICATION 8-14 ---2"CRUSHED SURFACING MIN2 .m- TOP COURSE 3/8"x FULL DEPTH CURE GUTTER AND SIDEWALK CROSS SECTION --6"CEMENT CONCRETE DRIVEWAY APRON AND EXPANSION JOINT GUTTER FOR RESIDENTIAL DRIVEWAYS. MATERIAL,SEE 8" REINFORCED CEMENT CONCRETE APRON AND NOTE 1 NOTES; GUTTER FOR COMMERCIAL DRIVEWAYS. 1. EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE PLACED AT DRIVEWAY CROSS SECTION 15'O.C. SPACING, ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4). B. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4"WIDE BY 25%SLAB DEPTH; 1" DEEP AND OTHER APPURTENANCES WITHIN THE SIDEWALK FOR 4" SLAB, 1.5" DEEP FOR 6"SLAB, 2" DEEP FOR 8"SLAB, AT 5' SPACING. LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB&GUTTER AND SIDEWALK AT SIDEWALK. SUCH APPURTENANCES SHALL NOT BE P.C. &P.T. AT ALL CURB RETURNS AND ALL ANGLE POINTS. PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. FORM AND SUB-GRADE INSPECTION REQUIRED BEFORE POURING CONCRETE, NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT + F R�'s y AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 5. EXPANSION]DINTS IN SIDEWALKS AND x'+ ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CURBS SHALL BE ALIGNED WITH EACH S O WA�"' Q F � THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. OTHER AND NOT OFFSET. CITY OF KENT ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. � *N j EXPANSION AND 7. WHERE SIDEWALK CROSSES HYDRANT 38296t CONTRACTION/CONTROL JOINTS LATERAL; CENTER 3' WIDE PANEL p.Aws'`` d S'T ' '' DcsicrrED coK — ACCROSS LATERAL, USE EXPANSION ASS* NyCr� DRAWN sF SCALE rvoNE sTANDARo PUN JOINT, SEE KENT STANDARD DETAIL 3-1, dOANAL 'E' CHECKED ..Jd ........ DATE APPROVED Euciueu ---SIDEWALK NOT LOWERED X'(.q +'V �``'•, p,o / NEW OR EXISTING PRIVATE �`'^. ✓ DRIVEWAY WIDTH AS SPECIFIED ••.,,, ''y R ON PLANS; 12' MIN.TO 20' MAX. 4"SCH 40 PVC SLEEVE CAPPED AT BOTH ENDS AND MARKED 6' MIN.— "^. / WITH REBAR DOWEL '` '•.,�,,r'��f- `. �, CAPPED PVC SLEEVE EXPANSION JOINT(TYP,) `` LIMITS FOR 6"THICK SEE NOTES 1 AND 4 DRIVEWAY SEE NOTE«r..� 5' (TYR,) w la z Jy NOTES: V 6" 5 5 DRIVEWAY _ 'SIDEWALK { p VARIES 1... CONCRETE SHALL BE PORTLAND 1/2"TYR. r SEE NOTE 6 II CEMENT CONCRETE MIX WITH A 1" FOR REVERSE ^ -6" COMPRESSIVE STRENGTH OF 3000 SLOPE DRIVEWAY 6 12of°MA�• �� PSI IN 3 DAYS. FINISH SHALL BE BRUSHED TRANSVERSELY WITH A - l" FIBER OR WIRE BRUSH, "BROOM FINISH". 6 CRUSHED SURFACING TOP FULL DEPTH BOND BREAK COURSE 4"MIN. DEPTH 2. ALL UTILITY APPURTENANCES WHICH MATERIAL: 3D L8 ROOFING ALTER THE TRAVEL SURFACE SHALL FELT,6 MIL PLASTIC OR NOT BE ALLOWED. DESIGN OF APPROVED EQUAL- ---a"SCH 40 PVC SLEEVE STORM DRAIN CATCH BASINS SHALL CONSIDER DRIVEWAY LAYOUT AND SECTION A-A BE AVOIDED, 3 EXPANSION JOINTS SHALL BE PLACED AT 15' MAXIMUM SPACING. ELASTOMETRIC JOINT MATERIAL 8. ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND OTHER APPURTENANCES SHALL BE IN CONFORMANCE TO WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE AASHTO M220. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SIDEWALK. + t AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE I FR�'r ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5, ENTERING SIGHT DISTANCE SHALL S QY WAS,yf.�''s THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. MEET AASHTO STANDARDS AND <) DETAILS 6-50 THRu 6-54 y CITY OF KENT -y ENGINEERING DEPARTMENT 6, DESIGN SIDEWALK CROSS GRADE i/ RESIDENTIAL CEMENT CONCRETE SHALL BE 1.5%MAXIMUM AS MEASURED WITH A CALIBRATED 38296 ......" DRIVEWAY APPROACH SMART LEVEL. �.k+ry` '0'd STU ' DEsicNEo caK STANDARD PLAN T` DRAWN SP5 SCALE NONE ..... ..... ....w `Nd01dAL CHECKED..,,,... . ..,_. DATE 6-4L APPROVED ENGINE. '�'""• SIDEWALK #c. a PLANTER •,... DRIVEWAY WIDTH AS SPECIFIED ! ON PLANS: 30'MAX. STRIP OR !" A SIDEWALK ";,, } �.. HYDRANTS, STREET LIGHTS, r UTILITY POLES, GUY WIRES AND 6' MIN.- .ti OTHER OBSTACLES MUST BE "` ` RELOCATED 5'MINIMUM FROM THE ✓ // /.`-� DESIGN VEHICLES TURNING RADIUS LIMITS FOR 8'THICK EXPANSION JO➢N � f +"�'" (TYP.)SEE NOTE 3 ;- REINFORCED DRIVEWAY ,.-"" "`•,. '� SEE NOTE Z __ •°` r f. 1-6" *VARIES 5 0'MIN. 1/2"TYR. ,,,.. 4" L-E-A-R T/PICi➢L„, 1" FOR REVERSE B SLOPE DRIVEWAY--� 6° p,+�+, 1 5% NOTES ..M12rc 1. CONCRETE WITHIN 8'THICK LIMITS + `F SHALL BE PORTLAND CEMENT 6 CRUSHED SURFACING TOP COURSE 4"MIN. DEPTH CONCRETE MIX WITH A 2- *4 BARS -2"CLEAR FROM SUBGRADE COMPRESSIVE STRENGTH OF 3000 FULL DEPTH BOND BREAK PSI IN 3 DAYS. FINISH SHALL BE MATERIAL: 30 LB ROOFING N4 BARS AT 12" EACH WAY; WIRE TIED AT EACH BRUSHED TRANSVERSELY WITH A FELT,6 MIL PLASTIC OR INTERSECTING POINT; SUPPORTED BY 2" SQUARE FIBER OR WIRE BRUSH,"BROOM APPROVED EQUAL MORTAR CUBE OR INDUSTRY STANDARD"CHAIR" FINISH". AND 3' MAXIMUM SPACING OF SUPPORTS, BAR SHALL EXTEND BEYOND CONSTRUCTION JOINTS 2. ALL UTILITY APPURTENANCES WHICH AND LAPPED A MINIMUM OF 15"AT SPLICE POINTS. ALTER THE TRAVEL SURFACE SHALL NOT BE ALLOWED. DESIGN OF SECTION A-A STORM DRAIN CATCH BASINS SHALL *DIMENSIONS PER ROADWAY CLASSIFICATIONS CONSIDER DRIVEWAY LAYOUT AND BE AVOIDED. 3, EXPANSION]DINTS SHALL BE PLACED AT 15' MAXIMUM SPACING. ELASTOMETRIC JOINT MATERIAL 7. ACCESS COVERS,JUNCTION BOXES, CABLE VAULTS AND OTHER APPURTENANCES SHALL BE IN CONFORMANCE TO WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE AASHTO M220. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4, SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SIDEWALK. AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE +;T, +FPFj' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5. ENTERING SIGHT DISTANCE SHALL C)N THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, MEET DETAILS 6H50 THRU 6TO A5 AND 54. CITY OF KENT Y^ ✓ ENGINEERING DEPARTMENT MEASURED 5% MA IMUM GRADE ''I " w COMMERCIAL CEMENT CONCRETE 6. DESIGN SIDEWALK �" SHALL BE WITH MAXIMUM AS KENT WITH A CALIBRATED .� \ w DRIVEWAY APPROACH SMART LEVEL. G) 7/( /SIY.4L "w of ¢Ni[t aiap,_ ,i,uvi nr,U RAWi c�)u °�nius CNAL N "CHIC ED Iru DATE �.111 _ 6-43M APPPOW O ......_-_.._ —_____... .VARIES..._.................................._.,... 71110 SUPPORT 6„ �� 6" VARIES r P p C TYPE I BARRICADE TYPE II BARRICADE —SANDBAGS FOR ADDED STABILITY MOVABLE(TEMPORARY TYPE III BARRICADE TWO CORNER - BOARDS: RED HIP PRIZ SHEETING BOLTS PER JOINT ON WHITE 0 2"TELESPAR 14 GAUGE POST 450 °o ry o CORNER BOLT SET NOTE: �-1' (T SEE TABLE FORYP.) ^'"-- -..—....-VARIES 2' MIN.-------�� DIMENSIONS NOT SHOWN, BARRICADE NOTES: ..�,....�. ..... 7 GAUGE GALVANIZED .:;..; ^ 30" 2 1/2"x2 1/2" BASE—'f TYPE I PFRAME III WIDTH OF RAIL 8"MIN. 8" MIN. FIXED_{�P_EffiN7ANENT). 12" MAX. 12"MAX. TYPE III BARRICADE LENGTH OF RAIL 2'MIN. 4'MIN, HEIGHT 3'MIN. 5' MIN, M UNTA BLE POST OR TYPE OF FRAME OR HEAVY"A" SKIDS STRIPE NOTES: FLEXIBILITY MOVABLE PORTABLE MOVABLE OR - RED&WHITE I I 1PERMANENT - REFLECTORIZED NOTE:THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT AN ELECTRCNIC DUPLICATE.THE ORIGINAL, -SLANT DOWNWARD, RIGHT OR LEFF,IN Siy-FRy ENGINEER AND APPROVED FOR PUBLICATION S E S KEPT ON FILE AT DIRECTION TRAFFIC WILL PASS. SLANT „ON {,� .e� THE CITY OF KENT, A COPY MAY BE OBTAINED UPON REQUEST, BOTH DIRECTIONS FROM MIDDLE IF r�.�}q CITY OF KENT TRAFFIC PASSES BOTH ENDS. WIDTH 6 Vy 7.. ENGINEERING DEPARTMENT EXCEPT 4' IF RAILS ARE LESS THAN 3' --------- LONG -SLANT DOWNWARD TO MIDDLE AT END ,",� 32'95 „�`'Y' SET ROADWAY BARRICADES OF CLOSED ROAD. , d �q �"•l 47 or icwEu cor .. .. --------- "". ..._ N AL t�ranwrar nv SCALE uome -rnNonao Niniv -SEE MUTCD SECTION 6E.63 cnecKm,-,,,,-„- „-, orrE JANUARr 201E 6-71 CIM NOTES: 1, TO PREVENT ANY TRIPPING HAZARD TO PEDESTRIANS, BALLAST SHALL BE LOCATED BEHIND OR INTERNAL TO THE DEVICE.ANY SUPPORT ON THE FRONT OF THE DEVICE SHALL NOT EXTEND INTO THE 48" MINIMUM WALKWAY CLEAR SPACE AND SHALL HAVE A 0.5" MAXIMUM HEIGHT ABOVE THE WALKWAY SURFACE. 2. DETECTABLE EDGES FOR LONG CANES SHALL BE CONTINUOUS AND 6" MINIMUM HIGH ABOVE THE WALKWAY SURFACE AND HAVE MARKINGS OR COLORS CONTRASTING TO THE WALKWAY SURFACE. 3. DEVICES SHALL NOT BLOCK WATER DRAINAGE FROM THE WALKWAY. A GAP HEIGHT OR OPENING FROM THE WALKWAY SURFACE UP TO 2" MAXIMUM HEIGHT IS ALLOWED FOR DRAINAGE PURPOSES. 4. RAILINGS OR OTHER OBJECTS MAY PROTRUDE A HEIGHT OF 4" INTO THE WALKWAY CLEAR SPACE WHEN LOCATED 27" MINIMUM ABOVE THE WALKWAY SURFACE. 5. ALL DEVICES SHALL BE FREE OF SHARP OR ROUGH EDGES AND FASTENERS(BOLTS) SHALL BE ROUNDED TO PREVENT HARM TO HANDS, ARMS,OR CLOTHING OF PEDESTRIANS. —SANDBAGS FOR ADDED STABILITY MOVABLE PEDESTRIAN BARRICADE BOARDS: TWO CORNER --- BOLTS PER JOINT---- 8"xl"- HIP PRIZ SHEETING 6" 6" RED ON WHITE ...._.,.:yy 2''TELESPAR o o 14 GAUGE POST---_�. 45° u, 2m.M ..._........ CORNER BOLT SET 1 (TYP.) _+--.-........VARIES 2' MIN...... ' :o 7 GAUGE GALVANIZED BARRICADE WIDTHS NOT SHOWN 30" 2 1/2"x2 1/2" BASE TYPE PEDESTRIAN PEDESTRIAN BARRICADE WIDTH OF RAIL 12 MIN. FIXED B " MAX. LENGTH OF RAIL 4' MIN. HEIGHT 5' MIN, TYPE OF FRAME POST OR STRIPE NOTES: SKIDS FLEXIBILITY MOVABLE OR -REFLECTORIZED PERMANENT - SLANT DOWNWARD, RIGHT OR LEFT,IN NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT DIRECTION TRAFFIC WILL PASS. SLANT {M AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE BOTH DIRECTIONS FROM MIDDLE IF SHQ✓ C ,r,, ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT TRAFFIC PASSES BOTH ENDS, WIDTH 6 , WA6 r ✓ THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, EXCEPT 4" IF RAILS ARE LESS THAN 31 hR � CITY OF KENT LONG. G'] ENGINEERING DEPARTMENT rv- -SLANT DOWNWARD TO MIDDLE AT END OF CLOSED ROAD. KENT PEDESTRIAN BARRICADES 33296 w - SEE MUTCD SECTION 6F.63 °d ," `Xti➢,b"'(i'� ,y�`G m Icui o_ ccil< ..... .... .. "" .. '.' •�1e4�CONAL . G izr+nwra d' K _ SCA�� uoNc vaaoneo puN CIECKEll ::: .ARv a,a.... 6-71 bM U FN I2nl 8" RISER RING DIMENSIONS ccccA 1 3/8" 1 7/8" 2 7/8" I MJ (SIZE) II" DIA. 91/Z" DIA /4_3FF N �� 7/8" JF __.� ..._................8....DIA m..., _.—,,... PLAN OF COVER 9 1/16" DIA. PLAN OF 8" DIA. RISER FINISHED GRADE— FINISHED GRADE CONCRETE ASPHALTPAVEMENT PAVEMENT 9 1/4" DIA. COVER 4" MIN. 3"BRASS _...m.m.m...................___ ASPHALT DISC -� �-r 3/8" PAVEMENT 3" RISER - ti m o jai -......- �� , z CONCRETE AS- SPECIFIED z' FOR 4" '¢ ROADWAY ! VOID OF --- -"—" m MATERIAL - v 10"- 12" 5 1/2" 0 - ::- ........ -""'---•- 8" DIA. rr o . ..; O 1" MIN,/6" MAX. CONCRETE 'w COLLAR �' i a 0 N I _ r' MONUMENT w u �_..2"(TYP.) 53/4„R 11/2 ure m MIN NATIVE MATERIAL ....i.. NOTES: SECTION 1. MONUMENT CASE AND COVER-EAST 5. CONCRETE SHALL BE A"COMMERCIAL CLASS" JORDAN IRON WORKS, PART NO. 369505 CONCRETE OR AS OTHERWISE SPECIFIED. " OR PRE-APPROVED ALTERNATIVE. , 6. PAVEMENT SHALL BE AS SPECIFIED, 2, MONUMENT CASE RISER- EAST JORDAN 5h' 112" IRON WORKS, PART NO. 1 112"- 369590 7. FOR ALTERNATE DIAMETER RISERS SEE PLAN OF MONUMENT 2" -369592 KSP 6-72b. 3" -639594 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OR PRE-APPROVED ALTERNATIVE. " AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ., ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3. MONUMENT POST- 104 CONCRETE pF" Ftf"1.9 ! K.5' 'fir �F � THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. PRODUCTS, PART N0� 1040R � (,r '(�} PRE-APPROVE ALTERNATIVE. � R' a. 0'rI CITY OF KENT ... ENGINEERING DEPARTMENT............. 4. THE CASTINGS SHALL BE GRAY-IRON STANDARD MONUMENT, _ CASTINGS,ASTM DESIGNATION A-48, CLASS 35B.THE COVER AND SEAT SHALL ^d 3829e 4 KENT MONUMENT CASE, COVER �A I AND RISER BE MACHINED SO AS TO HAVE PERFECT Q,4.,"`. °C',r57'L"' r �+.> _.. CONTACT AROUND THE ENTIRE -"' fik DESIGNED CDK ITAN"" �,$� � G"� ...._ scaLE NONE ....._„_ sTANonreo aLAN ,SIONAI, '1Z bmwn ....4Af --CIRCUMFERENCE AND FULL WIDTH OF "" CHECKEDA..rily201E 6-72aM BEARING SURFACE. -APPROVED ""`"" TRAFFIC DIRECTION E 4"GAP VARIES (300'MAX.) TWO WAY LEFT TURN LANE 5. TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION RAFFIC DIRECTION :,�_... 20 ,w..., 8"WHITE LINE TYPE 2W RPM u4" _-T YPE 2YY 7RPM ° 4' GAP- 4 GAP -.r�A ...... `.- - 4"YELLOW LINErm"''' -rzMyl/Est TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 11' 30 ..111. ..J 30' ° A D - TYPE 2W RPM 4' WHITE LINE TYPE 2Y RPM 4"YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE 6 _h . ----------___ -� TYPE 2W RPM 4"WHITE LINE 4"GAP S"WHITE LINE EDGE LINE DOTTED WIDE LINE TRAFFIC DIRECTION 3' 9' 21'(TYP,) 18"YELLOW BARRIER E 8"WHITE LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED -- TYPE 2W RPM TRAFFIC DIRECTION DROP LANE LINE BARRIER LINE ...... ...... ........ pC 1V'A,g.'t.,*j5 r NOIfES. it+ CITY OF KENT 1. RAISED PAVEMENT MARKERS (RPM's) r� _ 'z tc ENGINEERING DEPARTMENT.. SHALL BE INSTALLED PER W'9DOT STANDARD SPECIFICATIONS 8-09, �� '`+.,./"��'p�'r TYPICAL LANE MARKINGS 9-02.1(8,).r 9-26.2 AND 9-21 +a,4\,i 38296 ,+y,� k7^+' w..,�...... �,ts vtcl S1•k.YL1',r .....,, .._.. yCa"' �oNE, sranoaao aLnN PYOlVq;L � CHECKED.,_..w ...""....DATE as-toad YY 6-74M mry a ai Brie eUAf+RllvEl]_ } Q o — 24"WHITE THERMOPLASTIC EQUALLY CROSSWALK LINE SPACED(TYP) f u 24" �. �. o 4'(TYP) 120...- -_.....— �...�.�......�.�... i Y I �Ij .. 12"-24"WHITE STOP LINE, - TIRE TRACKS (TYP.) WIDTH AS DIRECTED BY THE ENGINEER *TYPICAL 4 LANE ROADWAY CONFIGURATION NOTES: ......................... 1. FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME CONFIGURATION APPLIES, CENTER THERMOPLASTIC BARS ON THE LANE LINES, AND IN THE CENTER OF THE TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE THERMOPLASTIC. 2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. 3. GLASS BEADS(PER WSDOT STANDARD SPECS.SECTION 9-34)SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT Os Ef;7 AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE 5 .- l ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 0� w�S�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. y CITY OF KENT O)•' m W "?/: ENGINEERING DEPARTMENT H y Y * T THERMOPLASTIC CROSSWALK p 2149, MARKINGS HD r u .... ...,_ _.-.._.. /{JnYAL,.� �. DRAW cok .,.. SCALE howl rkmouau PInN /Hf(Kf0 DATE JAIJW RI 096m, 6-7E APPROVED uaunt. NOTE: 1 LETTER LAYOUT SHALL BE PER WSDOT STANDARD PLAN M-80.20-00 `o 0 N 0'-6" m N N TYPE ESP(RIGHT) TYPE 3SR(RIGHT) IS MIRROR IMAGE IS MIRROR IMAGE OF TYPE 2SL OF TYPE 3SL ............__ 06' ... 0 6 ----.m.._' D,WS __............. ... _....�-.._�...._. f _�N..�_ TYPE 1S TYPE 2SL(LEFT) TYPE 3SL(LEFT) NOTES: 1. ALL MARKINGS SHALL BE WHITE PLASTIC MATERIAL AS SPECIFIED IN THE CONTRACT AND IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION LENGTH VARIABLE 12"-24"AS SPECIFIED 9-34, IN THE CONTRACT 2. GLASS BEADS(PER WSDOT STANDARD SPECS, SECTION 9-34)SHALL BE ADDED TO ALL PLASTIC MATERIAL. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE STOP BAR DETAIL y,r �- ,,r�.,` ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT Cl":' '4•`?7y` '3"! THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT PLASTIC ARROWS ' KENO T STOP BARS & ONLY LEGEND ST&,"�=" 'v "DE IGNED ...I ___ �y •.�'1u^ --- SCALE NONE STANDARD PIAN 'Y"NYMMM ONAL ` CHECKED— _ .....'"-_ onTE ov mrizols 6-76M APPROVED EtiDi,e� ........................... 0 w z w W J � 5 a 0 / NOTE: w SEE STANDARD PLAN 6-73 FOR LANE MARKING DETAIL, J W 2 O O N� N' J � Z J J J C } F W Z J W 00 V O w z 5 z r 'a 0 3 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT FRE AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE y�T W°A sjf., ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. ? , CITY OF KENT fps - Z ENGINEERING DEPARTMENT LEFT TURN POCKET 38296 R: KENT AT END OF TWO WAY " LEFT TURN LANE DE W ........Cnx..,........_v... Calf NaNE InNonao Pine �IONAL xu DRAWN. �cev ___..---._ CHECKED .DAFE JPNU[iRY L01P 6-81 M �edc rvr.-" PPROVFD --:,,.._ATTACH SIGNS 30"AND UNDER WITH 2 DRIVE RIVETS, SEE NOTE 5 / ATTACH SIGNS 36"AND OVER f WITH CORNER BOLTS,SEE NOTE 6 `"�---SEE NOTES 9 AND 10 -SS 0.030 BAND-IT BRACKET / f OR APPROVED EQUAL 0 — SIGN POST SQUARE 2"x 2" 14 GAGE.ALL HOLES 2r PRE-PUNCHED ` 1 CORNER BOLT, o SEE NOTE 6 x 0 FINISHED GRADE 0 �'� 5/16"X 1"55 0 BOLTS WITH SS WASHERS 0 0 o SET FOUNDATION ON 0 k;- UNDISTURBED NATIVE SOIL 0 ,` OR COMPACTED MATERIAL ` �•.,, o -^**-----SET ANCHOR PLUMB AND 0 TRUE,SEE NOTE 3 3" S. 0 4 CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT o POURED IN PLACE AROUND STANDARD OR SIGNAL POLE o ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING g` THE ANCHOR MIN, NOTES' 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE, OR 5. DRIVE RIVETS TO BE TL3806 3/8" DIAMETER APPROVED EQUIVALENT. 6. CORNER BOLTS TO BE T1_070M.JAMNUTS TL062 2. FOR IN-SIDEWALK INSTALLATIONS, CORE AN 8" DIAMETER HOLE PRIOR TO EXCAVATION. 7. SEE STANDARD PLAN 5-83M AND 6-B4M FOR STREET NAME SIGN DETAILS. 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B MAY BE B. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE USED; ONLY IF APPROVED BY THE CITY OF KENT. ANCHOR MAINTAINED BY THE PROPERTY OWNERS. SHALL HAVE 4 EACH 7/16" DIAMETER HOLES ONE EACH SIDE 2" FROM TOP. FINISH SHALL BE ZINC HOT DIPPED 9. ALUMINUM SIGN BLANK THICKNESS; GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B,7 WARNING AND REGULATORY 30"AND UNDER- 0.080", GAUGE,2 1/2"x 2 1/2"TELESPAR ANCHOR OR APPROVED WARNING AND REGULATORY 36"AND OVER - 0.125" EQUIVALENT. 10. SHEETING MATERIAL: 4. POST SHALL BE ROLLED CARBON SHEET STEEL,ASTM 1011 WARNING AND REGULATORY-3M HIGH INTENSITY PRISMATIC GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 SCHOOL SIGNS -3M DIAMOND GRADE DG3 YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE LEGENDS,SYMBOLS AND BORDERS-3M ELECTROCUT FILM 7/16" DIAMETER PRE-PUNCHED HOLES ON I"CENTERS FULL LENGTH, FOUR SIDES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT vy FREY AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. ^ F'r'• w ' CITY OF KENT ENGINEERING DEPARTMENT KENT SIGN POST INSTALLATION s �aF w TYPE A 15 CC, . of IVNt 'IONAL otrrnvnv c1w OF c[W " ctu HONE Ta�o�eo PUH 6-$ZOM rHl�KE6 -_ ;,` unrE itunwlr rota 1" ,.------ 3/4" DIAMETER HOLES - - ��=---- GRADE STEEL BOTTOM PLATE(ASTM A1101 SS 33) —�1/4" -.. -- -- PRE-GALVANIZED LOW CARBON 12 GA(ASTMA653 GRADE 33) PERFORATED SQUARE TUBING CENTERED ON BASE PLATE 0 PLAN 7/16"ON 1" CENTER DIA. HOLES '� -,.- - -- ......... PRE-GALVANIZED LOW CARBON 12 GA(ASTMA653 0 GRADE 33) PERFORATED SQUARE TUBING CENTERED O ON BASE PLATE O 0 WELD ALL AROUND O O r — 70"xl/4"STEEL BOTTOM PLATE(ASTM A1101 SS GRADE 33) f f ............. 1/2"xS 1/2" SS WEDGE ANCHORS, SS WASHERS AND NUTS NOTE: ELEVATION 1. CITY OF KENT APPROVAL REQUIRED PRLOR.TO USING THIS STANDARD PLAN, 2. SEE STANDARD PLAN 6-82aM FOR SIGN POST AND SIGN NOTES AND DETAILS. ClY YY NOTE.THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �1 FRY p AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE �47 'F Wfl„5'f ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 4^y 1 .,5+, THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT SIGN POST BASE PLATE 3azss ^ T INSTALLATION ,p 114� TYPE B d577y � DRAWNii u �irY OF (EM " � '� rnivonso aura C,gHCKI U. .... '""' WE IFDi u..a...M awa 6-82bM APPPOVED � W W ❑ ❑� W �2R'J W ❑ oo F wo00 �3:mr D, Z Z p Y G E ❑ O 7 m O m O m 0 ¢Q rvv :X-iKa H a ww Ohm QMu LLFo O ~ aa pzS U Z_ QO pW t3 z. siw 2:z wK ti pF Ff m� awZQD Sri O mw z w 4ZjH mLL q❑� ❑Q 6 O N Q 00 JM mM �Q K�u,r_>iy w�ri Y> Kim .y O�wVm1 Q�oEwaZmd~• FXzrnZn~ wF �Q�w�~ 4,µe�- �Kw v�w�}v:eYwZZ❑.w�.ww(ZD v<Jaxw❑�i UU D= j Z l ❑, iOUznO�Q,=wLL1 u N a w 0 mo ,w w0< im WLCZ b w Xum ❑� Z70 wQDD zO f ww. _ OOU- OmkjZw= j UQ X,n = o} z 0� QU1. CYOm 4x❑W viQ o w OO QQ WzqZ0G aZQ Qwp eA z .. O O O "' O O m 2' X W=_ ❑ X N d J O F cL H Q, q'N.va Z N d W C%V Z w W Z K�� Q Z C ❑ W U DUX_ ❑"O Z� t/1 W p�d'W W_ pz .- m O w❑O-u ❑w m— CD aY� DO a Y w z ......... 0 O gym' 0 J 4 - Y rj 'NIW 9 1T O u~ z Y ry =o ❑ o o ❑ 0 0 ¢ ¢ eaw p m w Q CoC PPPOWPPtlP, o w U w &Pd M H w w NIW,�5 7 V ¢ O i f m0 J sO w p� s < W p LL W w psi O w .~.w m" G� ti O J W LL y¢ ❑ Q ❑ W W iiZl �� ❑ Q U � V y NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT JAA y/ AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �4r ` 2� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. y CITY OF KENT ENGINEERING DEPARTMENT 1493 STANDARD JUNCTION BOX C KEIdT TYPES 1 & 2 `�0(\I AL SHEET 1 OF 2 DESIGNED ®WH SCALE NONE STANDARD PLAN DMWN.__.. DR CHECKED ......_, DATE ...............w.'....... -- 6-93 _ .. APPROVED u+cixm� SYSTEM IDENTIFICATION DETAIL tl" (TYP') fl"(TYP.) ITS INTELLIGENT TRANSPORTATION SYSTEM KENT COMM COMMUNICATION SYSTEM LT LIGHTING SYSTEM TS TRAFFIC SIGNAL SYSTEM TEL TELEPHONE SYSTEM SYSTEM ID DETAIL FOR SHEET 1 JUNCTION BOX DIMENSION TABLE BOX TYPE ITEM TYPE 1 TYPE 2 'A OUTSIDE LENGTH OF JUNCTION BOX 22" _ 33" B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1/2" C 16 INSIDE LENGTH OF JUNCTION BOX '-19' 29°=V D INSIDE WIDTH OF JUNCTION BOX 13"-14" 18 1/2" 19 1/2'' E LID LENGTH 17 5/8" 28 518" F LID WIDTH 12 5/8" I 1/8" CAPACITY-CONDUIT DIAMETER 6" 12" JUNCTION BOX TABLE FOR SHEET 1 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT � �" M'"QTAM STANDARD UN I ZN BOX r /r�NT TYPES SHEET 2 OF 2 DESIGNED DWH """ srANDARo PUN SCALE_........ NONE DRAWra.._ QB ........_. p CHECKED__,,,,,,,,,,,,... DATE. .. 6-93 APPROVED dciem� SDO T STANDARD PLAINS ROADWAY CONSTRUCTION A-40.00-00 Dowel Bar Baskets A-40.15-00 PCC Pavement Isolation Joints (2 sheets) DRAINAGE STRUCTURES AND HYDRAULICS B-30.10-02 Rectangular Frame (Reversible) B-30.30-02 Rectangular Vaned Grate B-30.70-03 Circular Frame (Ring) and Cover CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-03 Cement Concrete Curbs F-30.10-03 Cement Concrete Sidewalk F-45.10-02 Detectable Warning Surface SITE PRESERVATION AND EROSION CONTROL 1-40.20-00 Storm Drain Inlet Protection ILLUMINATIION. SIGNALS, AND ITS J-20.15-03 Accessible Breakaway Pedestrian Pushbutton (PPB) Post J-20.26-01 Accessible Pedestrian Pushbutton (PPB) Details (2 sheets) James St Pavement Rehabilitation/Al ma roof A - 2 April 18, 2018 Project Number: 18-3005 ow G CD m y e i � Z N� 1,.,ti` o a 6 p o o w o rn�, ` j m m.. w P m min a W `v n N Ti xn N a C r O W F J K w — o - — m Z Or t w ry a x aR W J / > x � gg3NINOli Yl, U P ow¢ w tN3NY3&'VrY riV � � m F 1N3W3itld3IVNIGnil9NG103 ao iNlor lvNlanilnluol J N Q N ! J6 f sa¢ U > yP ¢w C wo b W p a aw w _x:. a w � o w LU = oW h a w � ,ram— -- kF a N ? a W t O Ifs 1 dash a � ns^ rc D �.o '�K �a w� rc w i e l c F a Fd 1N3 WO Vd INIO IVNIOnO d03'JO3 w LO 1NIOf lVNI0011DNOl � (3SO3 O iNIO d 31380N00 d0 3`J03 801NIOr ltlNlOnllf]NOl J S UtlO3AO vw A9 wvua M O Z Z Q o 0 G W e y QQ a,, vIsg % ❑ ❑ IL m w fP rf S z Ic 1+ ^ `'5 .... v FO .�,.. ..w..,.w•^"0 6 O a 4 3 u G w� y dD N v �a 50 om U Q_ U O D� IN � ❑ I� ❑ ❑ Q m.................. . 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Z: W NpFF v 00 NSW ........... y OW NSFN� 02 �JJ 0i3o�� ana¢ amu�imwom'd� LLd»��o oic¢ dLOJAO tlSll A9 NMtlLO O(v M By Ll6 LYFORD y_ (y v \„ `ry �7°r •�.1 v W U / v 4 f y - V f ti 'r k fk °z ram, .. ol� aJ✓ ry N ND A St tNtl � @ r Dul r v _. UN ,arm p Gov I. u S U! .... r F M 8 cv cl- Im w k r ¢ & je TRAFFIC CONTROL PLANS James St Pavement Rehabilitation/Alma roof A - 3 April 18, 2018 Project Number, 18-3005 10 z u m 14 wm 16 ............................................... —------------- PROSPECT AVE N <0 0 C) o 1 z o 0 > �---"J-ASO—N...A,V'EN— r E _j O u 0 d r 9 .2.2 - 6 000 0 ................... N P Z. WOODFORD AVE N VC -iqz NO zw -W A Z o wa w z z Mg�F�� U y f# JIIJI 1 �N 5 I N (•'a � o� Y E ....... ....... ZER C � I C PROSPECT AVE IN I I <w ILL o O y a az". Y P Y LL 0 w z ? LL z o G Q Q W Q > Q b v�i '� c0 1 1 i Q LL o w w m __......................................�= I L ................ y w N mm^ Y f JASON AVE N w 0 N N a w m w� ro aW Y Im b b a Jo E Il nr m � W w Y b wad I I.n J � � O 6'f.:. 6y2 I ♦ . V q V � �Qp I ✓! Y W ia.'4= 4Y N O 4 f as m 00 O \\m I CLARI(AVE N 1�fi� .e fa � it I V f ul 1 1 a Sa N a r„ 3 ,.. s WOODFORD AVE IN ao w m m Ali n .......... Q S z° z src ayoa a p I C a " £mom. 4 m .. 3 UI zx v <°F UNIT E ° $�rcu' o � s O Z m o n H 2 ---A tl I ea ""`4YYMMAAAArrMMMf'''' �M1 �k O S Z z m m m Q F Y > m o W ♦♦ S r. U � *� � c qN m V PROSPECTAVE N Zs N Lhas t.5dw w 0 I - 0 0O O N 2 N m W Q > a a LL � W Z W JASON AVE N a J m w w J F m I J u2 t f o 00 0 xl I I CLARN AVE N I o _ I zsw I _p57yJd '� rand �za iP w m 11 a S w n ... � WOOOFORO AVE N F wz s xIP w 8 c rc "o, G•" swd o"_ zm u 9 LL C > 0 C Z a e 3 V e B _ V r p n z — mw �65MM�� tl ro+Z7 _ c. ,d zy�,z un HIM 2 "" oag � un zam ;a,yl I. 8 � 4 � J LL y e vr°y � `e Ui m •I }(�, "S�a:� _.rn I �,�m,. pY R# -T- ................__....._..._.... z LL C1 E n e., c y 'r'o"a w .. 1,^ ..,..,' Q U .R in oo "'� I PROSPECT AVEN F Q O � A t R g u ym e m "'c a "✓ �`Oq,�. F c9 a u x Z. roi .a �✓"CJ ':+wl' pp 4 h w CU9 Y U N W m .zY f.... 4y.M 6 ' H d 2 IJ 1 m wm3vmaN � ux } µl do �r qy -s�+imr....`cvKacm+n ct H a w O 000 O O O 19� z �_, ,_............_.�: J, JASON AVEN 0 O ap I Z 0 p W W ml A tt O Z U H �3 VV is Q u' O U E; od i a' z L_ 8z4 Om _ �B _ g a f ' t b — I w u _ CLARK AVEN f a u�i $d wP x IL 0u s a m 00 s o IF w�W or C W p rc a wv a m8Vxe la z ( e�s�� F a 'Flog~ �o ^.,, ;� 0 F a o f a �rr n � /,I � rc > o z & s ?... ao `? i 7 N'E,8 m d„ ! 6 IF, o ° -i°�¢ w ' p I. sue ` dIA�%A �s m �,„ was"mozz Po mnr�z Wa zBz Qaze N T az, non z>E�ov�� 7 u G s ° " WOODFORD AVEN eon " :n k'u wup 493`9Vd HOIVWwJ�w� '¢ue.d¢n3, aau oab oa TRAFFIC CONTROL PLAN AWiO.PAKWY® M+/u N. .4qn °'"`°"" "'"' " .. -. Typical Road,ClosuredTwo-Wa, Ty Taffic KENT,WA N �nw iPN,„N n u NA 'w O Far right turn lane closed SB Central Ave N in advance of E James St ° MIS,A v N n M u».� o SB N State Ave closed at E James St-Detour route provided. W E �e .YA a�Ann.; O Traffic control shall remain in place for duration of work phase. j Ann O Uniformed Police Officers shall control ALL traffic movements S .... __ .... within intersection.(see UPO schedule notes) NOT TO SCALE TABLE IT o Sidewalk closed on north side of E James St within work area. GHANN'ELIZATION DEVICE Pedestrians instructed to use opposite sidewalk. r 9Pp41N' (a O p ew n "I 0 REASON: To provide a safe and clear work area for now N �'3�'ll grinding/Rvorlapwork- ..VV UPO SCHEDULE 1 1 121 UPO S USED DURING ( ---—-------------— T HC H TRAFFIC VOLD M ES TIMES .�w. WlDRM f !" nutnD t I w2o-1 I T EGEORGE BT ('I)UPO TRAFFIC DURING Advance warning signs 6 * Gq x2a" LOWER TRAFFICVOLUMES spaced X or ass ace p """i TIMES P t ) P rwnrvu 1 II w - __- allows. nnvlor¢N '"n __._�----- ------------ nxdab 1 0 G20-2 See sign spacing chart. w20-sDt IY SEE DETOUR(A) PAGE Sd 18 x 24" ' x �Ilvatl.T:, a tAArr -- - A A,m_.�.� enuseu so 20 s C 24"x 36" 48 x MI y SIGNAL SHALL FLASH RED-ALL DIRECTIONS Imwu. �+ RWLO us 0 m UPO SHALL COUNTERMAND SIGNAL j CL08Ea L*�.aCLOSEDw,vw, , (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) . USE 7fi GAS R'I OTHER STATION G'� ( r dP'r A, SIDE I I SIDE Cc ass xc _ I10 n Ltf $;' [CLOSED]--.....,OF WORN 71A%EaRtOATEOENST ''� 3B 20 NOTIFY 1 J 1�I q1 NENT aosL 1 STATION 1 AOZARTS _ am ... V D'CB DID r w� US u° c, ,9"Pv °_ ....m—m.... IXIIVIli111111111N1Ui11 EJAMESST Be 2a' I (e .24 24 x 34" ¢wbssaolx MAY USE �r GONE TOP V SIGN 9 � WAb./xu RAfxC I RA'C R3-2 I wea 30 LEGEND I P WORKAREA Itl z f I uAn�n„ 28"REEL.CONE e[r.Te 36"DELINEATOR POST tl tl wr 0 SIGN LOCATION u ' tl elumrb, w I H 4 II tl Rnuunuw ANAAU pilPR1H PROTECTVElWORK VEHICLE u 901 p, Il EXISTING TRAFFIC FLOW 48 x 24 II tl *VC21,1 tl I tl ^^•^ TEMPORARY TRAFFIC FLOW G20 -- tl tl Y I I Y I I I I 0° NL1tYl tC'VtS09;# GENERAL NOTES: 'I. ALL 810NS AND SPACING SHALL CONFORM TO THE MUTED AND I` KENT aM Jn rt/ I CITY OF KENT SPECS, %. AND ENDS LRCALIfMRRGENCY N{.RVIGLti CIE CI,GSIIItF,TIMES _: L. -.e^ pTn rKIN (COUNTTORVI. 3. OF BATCH OADW COGNTND END ) 2087711CON(5)DAYS IN ADVANCE wrcffr,Ton G(tW Of Kent OF ROADWORK AnwED MAY 8E MANDATORY) 2INUR 1160 SUVEOM^AStlN 'FITn- 0, SIGN SPACING MAV BE REDUCES IN URBAN AREAS TO FIT ROADWAY co"mnoes AUduaGnasar AlmarOof 5 VEHICLE R N OE BEAWORK VEHIC'LE. p'I VA £C 6, ALL SIGNS MIN -UNLES OTHERWISE SPECIFIED G3$ Ngnt WA T CHANNELIIATION DEVICES ARE 3"REFLECTIVE CONES&36 VHMel EIIN N44u' Sri nturr,l INMAIL^ CELINEATORPOSTS pee TABLE pl for spacing delancesl. 86 41711 H' 0 ALL SPACIN G MAY BE ADJUSTED TO ACCOMMODATE ATJGRAOE ENFli , INTERSECTION BIDDERS NDER DRIVEWAYS A1fl B DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES. ':.Z59zL41�_ 10 ALERT AFFECTED BE SINESSESIRESMENTS OF CLOSU R E TI MESIDATEe L i M ¢hns Iratll¢can7rol lan.nol �I 3 w w a � MATCH PAGE 5b J �+K z• OO d� hG 1— y. o JJJ I w d u D .. .. o•• '6 w Y I — 'uj d s �, w W � ( l O w V N � = C yN y. V E y m 1 a w c. > aT, e 7� N p q u 2 yg 1 pp tltl 15N0 w m m m 0 A u 00 0 0 gg a Imo{_ I " I I .. I Iron E� I F�'iNgNft V rv� '> 1 AVE N Qg n 00 b N E z 0 ¢ Q N 3AV L O ti Q V 0 F iIs # tlx : B z o w z w Ewa z vim, 0 erg w x w � w uo s �u o �s RAVEN Y° s w a V Nwz � it a o 0 o a >m a AVMIAVIftl NOUV151N3N u a x m ^ px ]AVEN i uw�u ''�opz u oOw 1 d Z F t 0 U D mi0m F ➢0 T D u Z Its'•[� � S g c e r � Z a � S a e ' z r""ria�psi 1, ° I' n L H M Z N 3Atl ONOMOOM eeyyl5c`�.e w Z ¢ O o by p O > N O GNw V Ci N 3Atl 31tl1S 0 s i A s Y v V < r F` c N 3Atl IMN30 N W � Q �I 0 H I W 0 Q y � r pry' ''.JIB �i� �.:•,� 0 4 m V 4.1. a � No cna m $ I II Y — ', c� 3 a m w `,,✓' q III wa ,kw 1 Y . 3 IV I F'o m azu z 9 5 O �.'. a h a' a 3 c d E .o Ea 4c LL 4 g °a� � u7 2 o c 3 w E a ac a sl m U > o z a m a uo ," PROSPECTAVE N do p w 'mE 0w a w a 4 1e °i'd l Y X w w— z y _a e_ ra is a 4 n W Z 363N1—n W. V I O 0 0 0 0 eve 2 aV JASON AVEN w d or Q 0 2 V > c7 1 Y > N (w] (n 01 � d V: �k51 s d V u 3 Ca C �� nrcd rc o ry IIIq(" — CIARN AVEN baw o jIIII��EE ��YYY_ a w JJ i h I-C N as V 'j �rj�y+— I ua W + 5 a g w o� m rc >�M°' V� c p o m 'r& a p" 9 z z (_fT ® rb o p o O 2 K m o °tl/II: g/ a � uzaaE'f�Yo� E°aowm ala Wm 6� I� fry• ,� m�io O R 'F• r. Ow iR p J JY¢ mw�u ti:•. y�O,/ .A' xy° Qyak.pxr©KryFy 1 ma�Vp g WOODFORD AVE S�y g p9S 3`Vd HXVW �z cy'faM2oy�awFpa t 1 ¢u x.eari paauoa3 o¢ Z o a8 i Y A p� 3 z m � w 11?? o c o W �" ¢ v a um m' z e c c m c a ar'io—3 a w c � c w �n'S' I a rl 5 dag, � ��•.�'t w a a` D LL E o e a c F-6'I ?r E w. 10, _ .......w w_............—. EZ E ............... a y PROSPECT AVE N o �' O w g m 3 .moo-ay. 0 uV y u y c a wu-A n c i,a ! d O yli w Z�O W CWS y C O N X W W F Z V _ Z2 Yf rd J W; a L UA YIY � I O 000 0 0 w H •`( X JASON AVE N w w z o c t Q O d O fix. ✓ fi � �, ..u-�5 `�', Q w w O & 'gyp ryo r 7 u a b jCLA ASCII SC x 0 oW a u I o W MEOR 4 ! 4ry P y � W rlf p i'rvl.� .. .,. � ... W 3 s �IT77q s n '' Iz o XL1-6 KrV �'— a s � �0 N . ✓+ �i f w 3wua" w 8a 8 V 'iM ar: V n w wyW mo O a+n 55 LL .,o ZW It m (� o y� x +ao o k Qy f i`w'asia m°0mzz z wy jw(P lzw Uyuw. .... ........ YYY F V ry¢O " s WOOOFORO AVEN '{ yo(;ea"e�Nz u. ?'m rcu� K uwa z I zo'a��w>w �I Q9 AE)Vd HO1VW '�riz ,o auzw�I., s - ioz¢ uaaooa So¢ SIGN SPACING X(n TRAFFIC CONTROL PLAN 'I1ry ;n Ax,rrv'sv aFI'il coo+ 1sAL, wN+ KENT,WA >u IF TA V, Typk;0 R_oad ClDsurelTwa-Way TralfLie N N iF 5 A .,................. " " ' + O Far right turn lane closed SB Central Ave N in advance of E James St. ��++Ap++,,,, W E to a Eus r u O Right turn lane closed NB Central Ave N in advance of E James St. " AND -BHA (Right turns shall be allowed from NB Central Ave N by UPO's). m'AN AI°� Ee I„SAAAN ARTAN TV FIT O Traffic control shall remain in place for duration of work phase. S �nFI AIR - -----'- -- O Uniformed Police Officers shall control ALL traffic movements NOT TO SCALE TABLE 111 within intersection. (see UPO schedule notes) tNA EPA INS PA INS oM Irm DEvrDE1' O Sidewalk closed on south side of E tames St within work area, rY«1 ( II Pedestrians instructed to use apposite sidewalk. O REASON: 'Fa provide a safe and clear work area for now grindingloverey work. UPO SCHEDULE o - (2)LINES USED DURING con �✓ nraunn --- HIGH TRAFFIC VOLUMES w2c 1 E GEORGE ST TIMES Advance warningsigns La x24" spaced @(X)or as space w+rr,lz r 1 2w4� ,"y�— (1)UPO USED DURING allows. G2N-2 LOWER TRAFFIC VOLUMES AYIiAA} 1 1 See sign spacing chart. w20-ee1 I ', 1 TIMES -. 1 ■� .3 III I m 1 Ir D i 15'x 24' we0.1 n+ ti f IN � SIGNAL SMALL FLASH RED-AIt..DIRECTIONS UPO$HALL COUNTERMAND SIGNAL (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) Ir 76 GAS MAY USE STATION Ir ' CONETOP 1 SIGN w2E-Ta 36"124" j 18 24' NOTIFY BUSINESSES 8 RESIDENTS �LRcio�Aln �II� " �i� NN� OF WORK TIMESrDAIES KENT ITA24" �q „ IAA X IN' STATION 1 R9-SXC A-, IIIIIIIVI II N IIRIII tm.r r^' aPTs ..� YVZ fdE TO m A � va* u'ry •-'xt"'"'"Im�w�s�.w�,��w1�.�..'S "U"„ ED n .. es'1 24 IIIIfI11111RIiNi1RI IIIN E JAME$ST C4ITAN M j J f '" Y 91 24"x 36" RE-3XC to T2,V 77 44 11 9 ,�,_...... .J..... a -fl OUAGEQ USE. u x OTHER wEA SIDE I [ ' a LEGEND " ...:.:i`..�1 WORKAREA 28"REFL CONE B ama cow 36"DELINEATOR POST 0 I 1nrvn-Ta u H SIGN LOCATION Elm PROTECTIVENVORK VEHICLE V I I EXISTING TRAFFIC FLOW � 48w 24�" "" iwmn°"' Ad-- -- TEMPORARY TRAFFIC FLOW Lw G20I fl WeDI I l d I II I 1 iirrsoG rcErv�saEcs ENERAING SHALL eoNroRM SO THE MurcD AND I V r: QNT SUPERVISOR ieOL 1 2. MCI I r1AL€LOCAL EMERGENYY.MMOCESOlt CLOSURE TIMES "n DATES(ISANDATORY4 A, In So)ETlµC,ry{UM Y MvTANI)CONS NSNRUI I NOR NJ DA 03 IN ADVANCNC cmwTlwnpu CI�ofKent J SIGN SPACING MAYBE REDUCEDIN URBAN AREAS TO FIT ROADWAY dG m4 Tv�av CONDITIONS, AtrduhTas'er Alrnaroof _ S. PROTECTIVE VEHICLE RECOMMENDED-MAY BEA WORK VEHICLE. Ytp0lS Nll ip l,e irtul IFTWAUI'I't9CAI 5, ATLSIGNSMIN.48-Xq3"UNLESS OTHERWISE SPECIFIED, Kent WA CHANNEL ZATION DEVICES ARE 28"REFLECTIVE CONES&9B" RPM. M'IE 1 IRAAB DELINEATOR POSTS Ises TABLE(11 fu p U ll pimrvcegL b"b� 9. ALL SPACING MAY BEADJUSTEDTOACCDJdMDDATE AP4RADE INTERSECTIONS ANDIDR DRIVEWAYS PAR.MA 'G fit 'll IM'i''s 9. DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES. Chris Grose 253-25LLni_7.�, 10.ALERT AFFE CTED BUSINESSESIRESIDENTS OF C LEISURE TWESIDATEB. E INA, Chris. TrufMttentrol Iatl mat MATCH PAGE 6b z # - ----- Is SAV OVONIIV4 T— N d d � a � � � d �� w a W w 1.9 .2 t JSNU 2E 00 0 o "t-I--H-f 1 1-1 -1-44V4 F I AVE N 0 z 0 < < 12 NWl 0 x < D 91 0 Z T-x -77- 2AVEN ....... ... Mg V ui z 11 A z< < 2 AWWWO NOUViS INU z -Z Z- g x N IN 1. Oho w -N z 3AVE N oom Z 77- E dZ� z gz�l 0<0 z U0, I z z a w u f3 9MI u Z Q O ? Ua c K Z U ,m,z E m� EM ✓ `W S 3 d 5.0 .. � o N � w y p w � N 3AV N057f /Af{ a N �.yp a .. m m� `m r 2X N T ; god a amu+ N 3ntl MUnD N 4 N 3AV Wd1N37 4 C O f- W O y Az e a 's p3 a •d'. fin. $ Yl 0! .- o,ezi w'9 s a 3 ac w w h 4K v > c w V A R C p C .2� d\a ,", W W wou -^ PROSPECT AVE N r 1 j G v W y nv av 3 m a , a U u m z» Rp�N q ' c� r a r u tl;'k v H a gin V N O O X W W X — � N te a— c#'r R � u W C L E p 0I ; I W Q O 00 4 4 N O 00 0 P3 � I z u W J o Im of AVEN w 0 Z m o 0 w 8x s J z U a LL ID 0 0 K O 2 m _ s AIM CLARN AMEN �9 >< r x 1 y, 3 rwy l w w I iji En: s �a °��: ''•I y o rc a '>mqo �° 0 N x w 0 6 vpczz v l zm W z rc � V i� a. � I omra w:si yes ooEi�w a Fpa °ALL€ di NLL •a a N NNWa w `�I :` WOOOFORD AVEN °Cr o zy Q939Vd HO1tlW a�i''.,zt rto"O�acxio _o'a z e I :IEVA I L 1 NG WAGE RATES James St Pavement Rehabilitation/Almaroof A - 4 April 18, 2018 Project Number: 18-3005 Page 1 of 18 I State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. ............... Journey Level Prevailing Wage Rates for the Effective Date 05/08/2018 Count Trade Job Classification G agge Holiday Overtime Note King Asbestos Abatement Workers Journey Level $46.57 5D 1H King Boilermakers Journey Level $66.54, 5N 1C King Brick Mason Journey Level $55.82 5A 1M King Brick Mason Pointer-Caulker-Cleaner $55.82' 5A 1M King Buildinga Service EinQloyees Janitor $23.73 5S 2F King Build ng Service EnIjApy res Traveling Waxer/Shampooer $24.18 5S 2F King Bui€dingy Service Cm to ces Window Cleaner Non- $27.23 55, Scaffold) King Building Service Emplovees Window Cleaner (Scaffold) $28.13 5S 2F King Cabinet Maakers__(In Shopl Journey Level $22.74 1 King for ertnrs Acoustical Worker $57.18 _5D 4C Kin C<ar sei Lers Bridge Dock And Wharf $57.18 — g _ _ ._ 5D 4C Carpenters King Crctroenters Carpenter $57.18 5D 4C King Carpenters Carpenters on Stationary Tools $57.31 5D 4C King CQartcrs Creosoted Material $57.28 5D 4C King Carpenters Floor Finisher $57.18 5D 4C King Carr3eaites Floor Layer $57.18 5D 4C King Carpenters Scaffold Erector $57.18 5D 4C King Cement Masons Journey Level $57.21 7A 1M King Divers & Tenders Bell/Vehicle or Submersible $110.54 5D 4C Operator (Not Under Pressure) King Divers Er,Tenders Dive Supervisor/Master $72.97 5D 4C King Divers Et Tenders Diver $110.54 5D 4C 8V King Divers Et Tenders Diver On Standby $67.97 5D 4C King Divers Et Tenders Diver Tender $61.65 5D 4C King Divers Fi Tenders Manifold Operator $61.65 5D 4C King Divers & fenders Manifold Operator Mixed Gas $66.65 5D 4C King Divers & Tenders Remote Operated Vehicle 1 $61.651 5D, 4C Operator/Technician King Divers ft Tenders $57.43 5A 4C httr)s://fortress.wa.aov/lni/waaelnnkrrn/r)rvWanelnr)kun_asnx 4/lR/?nlR Page 2 of 18 Remote Operated Vehicle Tender King Dredge Workers Assistant Engineer $56.44 5D 3F King 9 1 iffi,m W—Qr I c P U Assistant Mate (Deckhand) $56.00 5D 3F King DredRe Workers Boatmen $56.44 5D 3F King DreckjQ Workers Engineer Welder $57.51. 5D 3F King lr2 ALQL�Lm Leverman, Hydraulic $58.671 5D 3F King Dredge Workers Mates $56.441 LD LF King D r ejg2LWorkers Oiler $56.001 SD 3F King Drywall Applicator Journey Level $56.78 5D 1H King Drywall TaL)ei s Journey Level $57.43 5P 1E King Electrical Fixture Maintenance Journey Level $28.99 5L 1E Workers King Electricians_- Inside Cable Splicer $76.96 7C 4E King Electricians - Inside Cable Splicer (tunnel) $82.24 7C 4E King Electricians - Inside Certified Welder $74.381 ZC 4E King Electricians - Inside Certified Welder (tunnel) $79.80 7C 4E King Electricians - Inside Construction Stock Person $39.69 X 4E King Electricians ---------- -- Inside Journey Level $71.80 7C 4E ---— King Electricians - Inside Journey Level (tunnel) $76.96 7C 4E King Electricians - Motor S119p Craftsman $15.37 1 King Electricians -Motor Shop Journey Level $14.69 1 King Electricians - Powerline Cable Splicer $79.43 5A 4D Construction King Electricians - Powerline Certified Line Welder $69.75 5A 4D Construction I I King Electricians - Powerline Groundperson $46.28 5A 4D Construction King Electricians - Powerline Heavy Line Equipment $69.75 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $69.75 5A 4D uc Constrtion ............. King Electricians - Powerline Line Equipment Operator $59.01 5A 4D Construction I King E........lectricians - Powertine Meter Installer $46.28 5A 4D 8W .... ......... Construction King Electricians - Powerline Pole Sprayer $69,75 5A 4D Construction King Electricians - Powerline Powderperson $52.20 5A 4D Construction King Electronic Technicians Journey Level $31.00, 1 King Elevator Constructors Mechanic $91.24 7D 4A King Elevator Constructors. Mechanic In Charge $98.51 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $17.72 5B 1R Products Work Only King Fence Erectors Fence Erector $15.18 1 King D—a[,Pe r sa Journey Level $39.48 7A 31 King Glaziers Journey Level $61.81 7L ly httos:Hfortress.wa.ciov/lni/waqelookuD/r)rvWacielookuD.asi)x 4/18/2018 Page 3 of 18 King H(Mt ft F"t 051 Insulators Arid Journeyman $67.93 5J 4H Asbestos Wfjrkers King Hea hi�ig_Eqtr rpment.Mect ian ics Journey Level $78.17 7F 1E King Hod Carnes ft Mason Tenders Journey Level $48.02 7A 31 King Industrial Power VaCULffn Journey Level -T1 1,50 1 Cleaner King Inland Boatmen Boat Operator $61.41 5B 1K King Inland Boatinen Cook $56.48 5B 1K King n(amd Boatmen Deckhand $57.48 5B IK King .111and-Bozit]-r2en Deckhand Engineer $58.81 5B 1K King Inland Boatmen Launch Operator $58.89 5B 1K King Inland Boatmen Mate $57.31 5B 1K King Cleaner Operator, Foamer $31.49 1 Of Sewer Ei Operator Remote Control King impec t if X-1�/c I e if I I I I P Z�ka�U2' 1 Grout Truck Operator $11.50 1 Of Sewer Et Water.�SygttLns..fiy Remote Control King Head Operator $24.91 1 Of Sewer F1 WlWi Systerns By Remote— '-Control--'''--- King U) eari e/Sf., Ung Technician 1 (L_ �L __jg� S�� $19.33 Of Sewer a Watcr SYA-LxCrns-qY Remote Control King I(L�peqj�2.�Ln( Tv Truck Operator $20.45 1 Of Sewer a Water 5y orrisBy Remote Control King L%ula.Lign AINyhcatcii Journey Level $57.18 5D 4C King ronworkers Journeyman $67.88 7N 10 King Laborers Air, Gas Or Electric Vibrating $46.57 7A 31 Screed King Laborers Airtrac Drill Operator $48.021 LA 31 King Laborers Ballast Regular Machine $46.571 7A 31 King Laborers Batch Weighman $39.481 LA 11 King Laborers Brick Pavers $46.571 7A 31 King Laborers Brush Cutter $46.57 7A 31 King Laborers Brush Hog Feeder $46.57 7A 31 King Laborers Burner --$46.57 7A 31 King Laborers Caisson Worker $48.02 7A 31 King Laborers Carpenter Tender $46.57 7A 31 King Laborers Caulker $46.57 7A 31 King Laborers Cement Dumper-paving $47.44 7A 31 King Laborers Cement Finisher Tender $46.57 7A 31 King Laborers Change House Or Dry Shack $46.57 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $46.57 7A 31 King Laborers Chipping Gun(30 Lbs. And $47.44 7A 31 Over) King Laborers Choker Setter 1 $46.571 7A 31--T- I I httr)s://fortress.wa.c3ov/lni/wacielookiir)/nrvWaopinokiin.a-n)( 411 soni R Page 4 of 18 King Laborers Chuck Tender 1 $46.571 ZA 31 King Laborers Clary Power Spreader $47.44 7A 31 King Laborers Clean-up Laborer $46.57 7A 31 King Laborers Concrete Dumper/chute $47.44 7A 31 Operator King Laborers Concrete Form Stripper $46.57 7A 31 King Laborers Concrete Placement Crew $47.44 7A 31 King Laborers Concrete Saw Operator/core $47.44 7A 31 Driller King Laborers Crusher Feeder $39.48 7A 31 King Laborers Curing Laborer $46.57 7A 31 King Laborers Demolition: Wrecking Et $46.57 7A 31 Moving (incl. Charred Material) King Laborers Ditch Digger $46.57 7A 31 King Laborers Diver $48.021 7A 31 King Laborers Drill Operator $47.44 7A 31 (hydrau tic,diamond) King Laborers Dry Stack Walls $46.57 7A 31 King Laborers Dump Person $46.57 7A 31 King Laborers Epoxy Technician $46.57 7A 311 King Laborers Erosion Control Worker $46.57 7A 31 King Laborers Faller Et Bucker Chain Saw $47.44 7A 31 King Laborers Fine Graders $46.57 7A 31 King Laborers Firewatch $39.48 7A 31 King Laborers Form Setter $46.57 7A 31 King Laborers Gabian Basket Builders $46.57 7A 31 King Laborers General Laborer $46.57 7A 31 King Laborers Grade Checker Et Transit $48.02 7A 31 Person King Laborers Grinders $46.57 7A 31 King Laborers Grout Machine Tender $46.57 7A 31 King Laborers Groutmen (pressure)including $47.44 7A 31 Post Tension Beams King Laborers Guardrail Erector $46.57 7A 31 King Laborers Hazardous Waste Worker $48.02 7A 31 (level A) King Laborers Hazardous Waste Worker $47.44 7A 31 (level B) King Laborers Hazardous Waste Worker $46.57 7A 31 (level C) King Laborers High Scaler $48.02 7A 31 King Laborers Jackhammer $47.44 7A 31 King Laborers Laserbeam Operator $47.44' 7A 31 King Laborers Maintenance Person $46.57 7A 31 King Laborers Manhole Builder-mudman $47.44'' 7A 31 King Laborers Material Yard Person $46.57 7A 31 httDs://fortress.wa.ciov/lni/wacielookui)/i)rvWacielookuD.asDx 4/18/2018 Page 5 of 18 King Laborers Motorman-dinky Locomotive $47.44 7A 31 King Laborers Nozzleman (concrete Pump, $47.44 7A 31 Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $47.44 7A 31 King Laborers Pilot Car $39.48 7A 31 King Laborers Pipe Layer Lead $48.02 7A 31 King Laborers Pipe Layer/tailor $47.44 7A 31 King Laborers Pipe Pot Tender $47.44 7A 31 King Laborers Pipe Reliner $47.44 7A 31 King Laborers Pipe Wrapper $47.44 7A 31 Kin Laborers Pot Tender $46.57 7A 3 g I King Laborers Powderman $48.02 7A 31 King Laborers Powderman's Helper $46.57 7A 31 King Laborers Power Jacks $47.44 7A 31 King Laborers Railroad Spike Puller - Power $47.44 7A 31 King Laborers Raker - Asphalt $48.02 7A 31 King Laborers Re-timberman $48.02 7A 31 King Laborers Remote Equipment Operator $47.44 7A 31 King Laborers Rigger/signal Person $47.44 7A 31 King Laborers Rip Rap Person $46.57 7A 31 King Laborers Rivet Buster $47.44 7A 31 King Laborers Rodder $47.44 7A 31 King Laborers Scaffold Erector $46.57 7A 31 King, Laborers Scale Person $46.57 7A 31 King Laborers, Sloper (over 20") $47.44 7A 31 , King 1 Laborers Sloper Sprayer $46.57 7A 31 King Laborers Spreader (concrete) $47.44 7A 31 King Laborers Stake Hopper $46.57 7A 31 King Laborers Stock Piler $46.57 7A 31 King Laborers.._ Tamper Er Similar Electric, Air $47.44 7A 31 ............ _ & Gas Operated Tools King Laborers Tamper (multiple Et Self- $47.44 7A 31 propelled) King Laborers Timber Person - Sewer $47.44 7A 31 (lagger, Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $46.57 7A 31 King Laborers Topper $46.57 7A 31 King Laborers Track Laborer $46.57 7A 31 King Laborers Track Liner (power) $47.44 7A 31 King Laborers Traffic Control Laborer $42.22 7A 31 8R King Laborers Traffic Control Supervisor $42.22 7A 31 8R King Laborers Truck Spotter $46.57 7A 31 King Laborers Tugger Operator $47.44 7A 31 httos://fortress.wa.00v/Ini/waoelonkun/nrvWanpInnkiin.asny 4/1R/gniA Page 6 of 18 King Laborers Tunnel Work-Compressed Air $92.60 7A 31 8� orker 0-30 psi King Laborers Tunnel Work-Compressed Air $97.63 7A 31 8D Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $101.31 7A 31 89 Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $107.01 7A 31 Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $109.13 7A 31 Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $114.23 7A, 31 Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $116.13 7A 31 8D Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $118.13'' 7A 31 Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $120.13 7A 31 Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $48.12 7A 31 t3Q Tender King. Laborers Tunnel Work-Miner $48.12 7A 31 88Q King Laborers Vibrator $47.44 7A 31 King, Laborers Vinyl Seamer $46.57 7A 31 King Laborers Watchman 1 $35.881 7A 31 King Laborers Welder $47.44 7A 31 King, Laborers Well Point Laborer $47.44 7A 31 King Laborers Window Washer/cleaner $35.88 7A 31 King. Laborers Underground Sewer General Laborer Et Topman $46.57 7A 31 C Water King La,boreis - Underground Sewer Pipe Layer $47.44 7A 31 & Water King L.andsra pejCp gti¢,�n Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King:. Landscape ConstructionLandscaping or Planting $17.87 1 Laborers King Lathers Journey Level $56.78 5D 1H King Marble Setters Journey Level $55.82 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $11.50 1 King Metal Fabrication (in Shop) Machine Operator $13.04 1 King Metal Fabrication (In Sinop) Painter $11.50 1 King Metal Fabrication (In Shop) Welder $15.481 1 King Mallwri9ht Journey Level $58.68 5D 4C King t&Q€ at<�r -1inn,s Cabinet Assembly $11.56 1 _ King Modular Buiidin s Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King M& iuLar 6uiiirlil; A Plumber $11.56 1 httr)s://fortress.wa.aov/lni/waaelookUD/DrvWacielookUD.aSDX 4/18/2018 Page 70f 18 King Modular BUildinQs Tool. Maintenance $11.56 1 King Painters Journey Level $41.60 6Z 2B King Pile Driver Crew Tender $52.37 SID 4C King Pile Driver Hyperbaric Worker - $71.35 5D 4C Compressed Air Worker 0-30.00 PSI King Pile Driver Hyperbaric Worker - $76.35 5D 4C Compressed Air Worker 30.01 King Pile Driver Hyperbaric Worker - $80.35 5D 4C �Compressed Air Worker 44.01 King Pile Driver Hyperbaric Worker - $85.35 5D 4C Compressed Air Worker 54.01 King Pile Driver Hyperbaric Worker - $87.85 5D 4C Compressed Air Worker 60.01 King Pile Driver Hyperbaric Worker - $92.85 5D 4C Compressed Air Worker 64.01 Compressed Air Worker 68.01 King Pile Driver Hyperbaric Worker - $96.85 5D 4C Compressed Air Worker 70.01 King Pile Driver Hyperbaric Worker - $98.85 SID 4C Compressed Air Worker 72.01 King Pile Driver Journey Level $57.43 5D 4C King Plasterers Journey Level $54.89 7Q 1R Installers King King Power Equipment Operators Barrier Machine (zipper) $59.96 7A 3C 8P King Lower E tdpLT-L(:,LijL0 erLI r Batch Plant Operator, 7A 3C 8P Concrete Equipment I King Power Equipment Operators Bump Cutter $59.96 7A 3C 8P / htfOS://fOrtFeSS.VV8.O8v/lni/m/3{xplo0k||n/nrvVVane|nok|maqnx 4/18/JO1R Page 8 of 18 King Power,E clynp rr rrt )efators Compressor $56.90 7'A 3C SP King Power Ec a pmc nt gaLa mjs Concrete Pump: Truck Mount $60.49 7A 3C 8P With Boom Attachment Over 42 M King Rower Equipment QL)e at:¢1rs Concrete Finish Machine -laser $56.90 7A 3C 8P Screed _. _... ....._._........ King Power Cgtnt mart Or.c LLi Lors Concrete Pump - Mounted Or $59.49 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King 'gw;r,Pcirnp111eit_U�ergtaris Concrete Pump: Truck Mount $59.96 7A 3C 8P With Boom Attachment Up To 42m King 'crworEtuapn�i2t af�IItcxs Conveyors $59.49 7A 3C 8P King I"owgr E; a pinei t rsratprs Cranes Friction: 200 tons and $62.33 7A 3C 8P over — King Power Equipment Operators Cranes: 20 Tons Through 44 $59.96 7A 3C 8P Tons With Attachments King Power Equipment_Operators Cranes: 100 Tons Through 199 $61.10 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King F?owcrPcrtlfipnrc ,t_!7)>ert_rs Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P 250' of boom including jib with attachments King Power EgLipnnent O.peratoU Cranes: 300 tons and over or $62.33 7A 3C 8P 300' of boom including jib with attachments King Rower Eguiprnrnt Operators Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Egui anent Oators Cranes: A-frame - 10 Tons And $56.90 7A 3C 8P Under King L>qy pt_Lquir?unent operator Cranes: Friction cranes $61.72 7A 3C 8P through 199 tons King Rower Ecrrar) rnt)t_t7)aeraCor°a Cranes: Through 19 Tons With $59.49 7A 3C 8P Attachments A-frame Over 10 Tons King Powr^p Egepip menl Operators Crusher $59.96 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $59.96 7A 3C 8P (power) King Power Equipment O'.reN'rators Derricks, On Building Work $60.49 7A 3C 8P King Powaer Equipment Operators Dozers D-9 Et Under $59.49 7A 3C 8P --- — — King Power- Equipment Orrc ratoi Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P Or Crane Mount — — King Power Equipment Operators Drilling Machine $61.10 7A 3C 8P King Gower Equipment Operators Elevator And Man-lift: $56.90 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell $59.96 7A 3C 8P And Gamaco Et Similar Equipment King pe we°r' l rluiprrorrrt tyre°ale rs $59.49 7A 3C 8P httos://fortress.wa.aov/Ini/wagelookuD/DrvWaaelookuD.asDx 4/18/2018 Page 9 of 18 Forklift: 3000 Lbs And Over _With Attachments Kin l"ou cu'_L ui�t 2erat 7 r(r<titors Forklifts: Under 3000 Lbs. $56.90 7A 3C 8P g q L_ 1 — —With Attachments King EgnE,t uiprjLnt Operators Grade Engineer: Using Blue $59.96 7A 3C 8P Prints, Cut Sheets, Etc King Powcr_Equtl�n)ent Opergtrs Gradechecker/stakeman $56.90 7A 3C, 8P King Powxr_EquiU ent Operators Guardrail Punch $59.96 7A 3C 8P King C ower F_grij njei t Og erwators Hard Tail End Dump $60.49 7A 3C 8P Articulating Off- Road Equipment 45 Yards. Et Over King Fsrw rrmEc{ i3 anent Ot)eratcxs Hard Tail End Dump $59.96 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King poVpr Horizontal/directional Drill $59.49 7A 3C 8P Locator — King Power F_(uirrrenG OuerGnto s Horizontal/directional Drill $59.96 7A 3C 8P Operator King Power_Ect o.pment, OperitLo s Hydralifts/boom Trucks Over $59.49 7A 3C 8P 10 Tons — — King Prw (j ErLujj)rgirot:_O_pc:rator-s Hydralifts/boom Trucks, 10 $56.90 7A 3C 8P Tons And Under — King Power Egyjpq erut,Oper,,ntors Loader, Overhead 8 Yards. Et $61.10 7A 3C 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. $60.49 7A 3C 8P But Not Including 8 Yards King Power'rErguiprmcrnt Operators_ Loaders, Overhead Under 6 $59.96 7A 3C 8P Yards King Power Equipment Operators Loaders, Plant Feed $59.96 7A 3C 8P King Power ECrnri>nrreL r teraC'.ors Loaders: Elevating Type Belt $59.49 7A 3C 8P King Power fcluipment Opei"ators Locomotives, All $59.96 7A 3C 8P King Power Equipnent Ot>(r t:Ors Material Transfer Device $59.96 7A 3C 8P King Power_Eauiprnent Operators Mechanics, All (teadmen - $61.10 7A 3C 8P $0.50 Per Hour Over — Mechanic) King Power Equipment Operators Motor Patrol Graders $60.49 7A 3C 8'P King Pow(it ti !jjLU-Operators Mucking Machine, Mote, $60.49 7A 3C 8P Tunnel Drill, Boring, Road — Header And/or Shield King Power_Eauitament Operators Oil Distributors, Blower $56.90 7A 3C 8P Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $59.49, 7A 3C 8P Manlifts), Air Tuggers,strato — King Power EuUloment Operators Overhead Bridge Type Crane: $59.96 7A 3C 8P 20 Tons Through 44 Tons King Power F(auiprrrentLQ erators Overhead, Bridge Type: 100 $61.10 7A 3C 8P Tons And Over — King Pcawer FCJo;+raCbrs Overhead, Bridge Type: 45 $60.49 7A 3C 8P Tons Through 99 Tons — King power Ecatnpmervt.Operators Pavement Breaker $56.90 7A 3C 8P httos:Hfortress.wa.aov/Ini/waaelookun/nrvWaaelonkun-asnx 411 R/?nl R Page 10 of 18 King Power ECILIJINnerlt Operators Pile Driver (other Than Crane $59.96 7A 3C 8P Mount) King Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P King Operators Po5thole Digger, Mechanical $56.90 7A 3C 8P _ King Power Equipment Operators Power Plant $56.90 7A 3C 8P King LIMqj Equipment Operators Pumps - Water $56.90, 7A 3C 8P King j'2wqL.E&juij nitnL Qpo ors Quad 9, Hd 41, D10 And Over $60.49 7A 3C:rqL_ 81' King Power L-cLL�lL)[rLe.,LiLQ - a s - No Cab, Under $56.90 7A 3C 8P jj�L_�qL Quick Tower 100 Feet In Height Based To Boom King Power Equft)unent,Operators. Remote Control Operator On $60.49 7A 3C 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Beltman $56.90 7A 3C 8P King Power_E(juiprtient Operators Rigger/Signal Person, BeRman $59.49 7A 3C 8P (Certified) King tower Equipment Operators Rollagon $60.49 7A 3C 8P King ment (YEalors Roller, Other Than Plant Mix $56.90 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Materials I I King Power Equipment Operators Roto-mill, Roto-grinder $59.96 7A 3C Elp King Power Ec LgLn—'L-� Saws - Concrete $59.49 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $59.96 7A 3C 8P 45 Yards King atqr:S Scrapers - Concrete Et Carry $59.49 7A 3C 8P 1�trL_ _ — — — All King Power Equiprraent O aerators Scrapers, Self-propelled: 45 $60.49 7A 3C 8P Yards And Over King Power Equiprnent Operatof Service Engineers - Equipment $59.49 7A 3C 8P King EqweLFayjp�tpe nt��r�ators Shotcrete/gunite Equipment $56.90 7A 3C 8P King Power Equipment Operators Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Tractors Under 15 Metric Tons. 11 1 King Power Equipment Operators Shovel, Excavator, Backhoe: $60.49 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Equipment.Operators Shovel, Excavator, Backhoes, $59.96 7A 3C 8P ............................... Tractors: 15 To 30 Metric Tons King Power Equipment Opt[a1`m Shove[, Excavator, Backhoes: $61,10, 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power Equip rnent Operators Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Over 90 Metric Tons King Slipform Pavers $60.491 7A 3C 8P King Power Equipment Operators Spreader, Topsider Et $60.49 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $59.96 7A 3C 8P King Power E u��l rnent Operators Tower Bucket Elevators $59.49 7A 3C 8P King E<Lv�cr E51gip n(!nt"qp .rators Tower Crane Up To 175' In $61.10 7A 3C 8P lHeight Base To Boom httr)s://fortress,wa.aov/1ni/waaelookur)/DrvWaaelookuD.asDx 4/18/2018 Page 11 of 18 King Powcr Equipment OpcLWtors Tower Crane; over 175' $61.72 7A 3C 8P through 250' in height, base to boom King Power Equipntnt Operators Tower Cranes: over 250' in $62.33 7A 3C 8P ............—----- height from base to boom .......................... King Pawn IF.g L�fjj(nq Transporters, All Track Or $60.49 7A 3C 8P Truck Type King [!2v�er ESILijp ��atq�s Trenching Machines 7A 3C BP �L $59.49 King LqLt ELaluqxnent.011m tors, Truck Crane Oiler/driver - 100 -$59.96 7A 3C 8P . Tons And Over King LI LwLe iF q L k i jjr2�api1,2 p ,,Lt 2LF Truck Crane Oiler/driver $59.49 7A X 8P Under 100 Tons King Truck Mount Portable $59.96 7A 3C 8P Conveyor King Power Equipment Operators Welder $60.491 7A 3C 8P King Power Egui Ement Operators Wheel Tractors, Farman Type $56.90 7A 3C BP King Power ECiUiplflerR, Qoef atOf 5 Yo Yo Pay Dozer $59.96 7A 3C PP King Power,EqWpment Op-. ators- Asphalt Plant Operators $60.49 7A 3C 8P— — Underground Sewer ft Water King Rqn�erEcr,iu n7tnl: O 'Al2Ls- Assistant Engineer $56.90 7A 3C 8P L)nderp .:ound_t pwer U Water King Power EculPriTnt OL Barrier Machine (zipper) $59.96 7A 3C 8P _ jerator.s- jkikrg,round Sewer u Watti, King Pow(ar Eciijiwijei it Qr)et aLoi s- Batch Plant Operator, $59.96 7A 3C 8P _(JnLk.�rur(Ajn(j._Sewer Et Water Concrete King fLarer fSLuiprnerit operators- Bobcat $56.90 7A 3C 8P Uriderqiound Sewf-i Ft Water. King Power Eq uijqrnffjtOped"�tors- Brokk - Remote Demolition $56.90 7A 3C 8P UjIClot?q'0IJnd Sewer Ct Water Equipment King PowrtrEguiLjq7�w gjj�j' ors-.. Brooms 7A 3C 8P L_ ?q� $56.90 Ljocei iigro nd Sewer aWater —King Power Equipi )ent p2Lr Ls.-.. Bump Cutter $59.96 7A 3C 8P Underground Sewer & Water King Power F car j IlInr Lr erators- Cableways 7A 3C 8P rILOpe $60.49 Underqrourd Sewer Ft Water, King Power Eguipment Operators- Chipper $59.96 7A X 8P Underground Sewer Et Water King Power Equipment operators- Compressor $56.90 7A 3C 8P Urderqtound Sewer Ft Water I King pipwer Eguipment Operaors" Concrete Pump: Truck Mount $60.49 7A 3C 8P Underground Sewer F1 Water With Boom Attachment Over 42 M King Power Equipment operators- Concrete Finish Machine -laser $56.90 7A 3C 8P Underground Sewer Ei Water Screed King Pcswepw' EquiPpler"It 0pPr-at0r-S- Concrete Pump - Mounted Or $59.49 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Eguipment Operator,,- Concrete Pump: Truck Mount $59.96 7A 3C 8P Underg,round Sewer ft Water With Boom Attachment Up To 42m King Conveyors 1 $59.491 7A IC 8P httDs://fortress.wa.nov/lni/wacip.lookiin/nrvWanpinnkiin Arny 411 Rigni R Page 12 of 18 Power EuLlipment pptrators- Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $62 3 �7A LC 8P Gn'derR"r`o"671'd...S'e"w"'e'r Operators, ....r" over King Power Eauftwnent gLxraLors-, Cranes: 20 Tons Through 44 $59.96 7A 3C 8P qnkiLp,round Sewer Et Water Tons With Attachments King Power Eqr ppLg_S.orL-, Cranes: 100 Tons Through 199 $61.10 7A 3C 8P Pncqr.prqund Sewer It Water Tons, Or 150' Of Boom (Including Jib With Attachments) King PqqwerFgL_dgmentOpeiators- Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P UndergroundSewer.......a Water 250' of boom including jib ...... .... with attachments King RgAer_qgjLnment_Opgi Ltqrw Cranes: 300 tons and over or $62.33 7A 3C 8P 2L,de�, und Sewer a WaLer 300' of boom including jib with attachments King jPmtiep FcjyM beret ORqi<qqrsL Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Underground Sewer Et Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power EjcuiRrnent Operators- Cranes: A-f rame - 10 Tons And $56.90 7A 3C 8P 11ndijiLg Zi ound Sevver & Water Under King Power jC rner�t Opesators- Cranes: Friction cranes $61.72 7A 3C 8P ii-P-1(Le, r tt Water through 199 tons King LowgLEguiprqerL xratqrsmm Cranes: Through 19TonsWith $59.49 7A 3C 8P _QL — — I Ln4.toLPLCLgi1d S&Ler Water Attachments A-frame Over 10 Tons King Power ECILJVAI�Qt qpqr@.tqrs-, Crusher $59.96 7A 3C 8P gf]deLgL(�Lt d Sewer 6L Water King Power Equipment Operators- Deck Engineer/deck Winches $59.96 7A 3C 8P ............Equipment_ Underground Sewer Et Watei (power) King en Poyv2_r_Lg!1i 1L M Operators- Derricks, On Building Work $60.49 7A 3C 8P . —.1 — — — Underground Sewer Et Water King Power EgUipment operators- Dozers D-9 Et Under $59.49 7A 3C 8P Underground Sewer fi Water King EQ Lfqui men _Qj eratars Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P Und& round Sewer Et Water Or Crane Mount King Power E_q!A_pqi(LrLt_Ppc,, qrL Drilling Machine $61.10 7A 3C 8P Underground Sewer to Water King Power Ecuipment Operators- Elevator And Man-lift: $56.90 7A 3C 8P Underground Sewer & Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell $59.96� 7A 3C 8P Underground Sewer Et Water And Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $59.49 7A 3C 8P Underground Sewer Et Water With Attachments King Power EqWpmie! Forklifts: Under 3000 Lbs. $56.90 7A 3C 8P Undergro und' Sewer a Water With Attachments King LowL?r Fc il2q)eLi Lators- 7A 3C 8P Grade Engineer: Using Blue $59.96 1q: __LQ2L _ — — — Underground Sewer F± Water Prints, Cut Sheets, Etc King Power Equipment Operators- G radechecker/stakernan $56.90 7A 3C 8P Underground Sewer Et Water httDS://fortress.wa.ciov/1ni/waaelookUD/DrvWaaelookuD.asDx 4/18/2018 Page 13 of 18 King Power Ln eIjt_QjjqE Guardrail Punch $59.96 7A 3C 8P ft Watef King EqyftLE j�pmgLLL Q2crateL Hard.. 2 Tail End Dump $60.49 7A 3C 8P 9 s- i( nder (and Sewer It Water' Articulating Off- Road Equipment 45 Yards. Et Over King P2werEgLjipnLeILO _F tors- Hard Tail End Dump 7A 3C 8P .L $59.96 Undermound Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Power Egwpment, Operators,. Horizontal/directional Drill $59.49 7A i—C 8P UndeLground Sewer EtMttrr Locator King �]Lji tMent 0 E 0 orators- Horizontal/directional Drill $59.96 7A 3C 8P _ jindeg Pround Sew or ft Water Operator King Power Equipment -.L to s- Hydralifts/boom Trucks Over 7A 3C 8P Ope 4_ r_ $59.49 UrIdeof_grotind Sewer ft Water 10 Tons King ?2we Hydralifts/boom Trucks, 10 $56.90 7A 3C 8P Underground Sewer ft Water Tons And Under King E'Qwtf_Gc.Ujpjnent..Op rators, Loader, Overhead 8 Yards, Et $61.10 7A 3C 8P Underground Sewer Ei Water Over King Power Equipmenl, 2c jt2i�L_O - Loader, Overhead, 6 Yards. $60.49 7A 3C 8P �jjnderg,r2t!p.q..S2wer Et Water But Not Including 8 Yards King Powe -guir)ment —_$59.96 7A 3C 8P LE — OptgqtQij- Loaders, Overhead Under 6 ULndg rcund Sewer Et Water Yards King @ewer arrament Operc�jcrs- Loaders, Plant Feed $59.96 7A 3C 8P Underground Sewer & Water King PowerEcluipment 011ora - tors- Loaders: Elevating Type Belt $59.49 7A 3C 8P Underground Sewer & Water King EovLerEquipment Operators- Locomotives, All $59.96 7A 3C 8P Underpround Sewer & Water King E2we�L�2ntL01_)er 1 to_rs- Material Transfer Device $59.96 7A 3C m 8P jLrL(Lerq r(LutLd..Sewer Vt water King Pow er LcLLLj p i i tn t Mechanics, All (teadmen - $61.10 7A 3C 8P It Water $0.50 Per Hour Over Mechanic) King Eqwclr E_quip -tit Motor Patrol Graders $60.49 7A 3C 8P _ML _Ojperators Underground Sewor It- Water King Power Eclu Lment Optirdt U) ,� Mucking Machine, Mote, $60.49 7A 3C 8P Unc erg )u�idSevuer ft Water Tunnel Drill, Boring, Road Header And/or Shield King L)9�wLq Opgf-aI2!.Lqui fli _r Oil Distributors, Blower $56.90 7A 3C 8P U!1j.p,[_qround Sewer ft Water Distribution Et Mulch Seeding Operator King Outside Hoists (elevators And $59.49 7A 3C 8P QndLrground Sewer Et Water Mantifts), Air Tuggers,strato King Power LEcjuy?,Mc Li or Q t . jtor.L 3COverhead, Bridge Type Crane: $59.96 7A 8P _ p_ Underg,i`otLn.dSewer a Water 20 Tons Through 44 Tons King P_qyyer.gyuil2inent_Ojlc.,,rators- Overhead, Bridge Type: 100 $61.10 7A 3C 8P Underground Sewer Ft, Water Tons And Over King Power Lc Overhead, Bridge Type: 45 $60.49 7A 3C 8P grid(Lr aqL)q Sv�ff..t & Water Tons Through 99 Tons_&_ --ip— King Power_Eau Operators- Pavement Breaker Lnent $56.90 7A 3C Underground Sewer a Water King 1 1 $59-961 7A 3C 8P httDs://fortress.wa.ciov/1ni/wacip.lookiin/nrvWancalr)nki in aqny 4/1 R/?nl R Page 14 of 18 Power EcltrVmcrlt_Op-raterr Pile Driver (other Than Crane Unc7ersr.ounci Sewer Et Watea Mount) King 4sc v✓cwo' F't�.si,prt7errtOlJ wr"z�toi' - Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P llraderr�reound Sewer Ei Water King Power Equipment. Operators- Posthole Digger, Mechanical $56.90 7A 3C 8P unaerP-round Sewer Et Water _ ..... _ .�.. ... _........_._......_...__ .. — King Power E( arum. Opr r<algrs- Power Plant $56.90 7A 3C 8P Under quad Sfyyer_EtmWater King Power E,gUIIN-Nent Operators- Pumps - Water $56.90 7A 3C 8P Undepund Sewer Et Water King rowc:rEq_.11Erres t0)ac rat:orrs. Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P Underir-oundSr*vwEI Et Water King Power Egurramt nl.OEaer cttor!;- Quick Tower - No Cab, Under $56.90 7A 3C 8P Underground.Sewer-Et Water 100 Feet In Height Based To Boom King EqweLEr,iif orient OJacl<atRaats Remote Control Operator On $60,49 7A 3C 8P Urtdca,�ound bnv�rn ft Water, Rubber Tired Earth Moving Equipment King Powcr Equipment Operato s Rigger And Bellman $56.90 7A 3C 8P Underground Sewer Et..W Water �A....._....-.. King 22 Equi!)merlt O)et�ata)rs- Rigger/Signal Person, Bellman $59.49 7A 3C 8P Underground Sewer ft Water (Certified) King Power Equipment Operators Rollagon $60.49 7A 3C 8P UnderjLoLjndwSewerwEt_Water King Power.Equymant tJnei Mors- Roller, Other Than Plant Mix $56.90 7A 3C 8P Underground Sewer Er, Water King Power.Equi 3I nlL Orxeraters_ Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P UndgLrj�raund Sewer fr_Water Materials King Power ELuipment Oy)erators- Roto-mill, Roto-grinder $59.96 7A 3C 8P Underground Sew2 fk Wat:Cr King Power Equir ment Oy:)erators- Saws - Concrete $59.49 7A 3C 8P Under r round Sewer ft Water' King Power Equipment Operators- Scraper, Self Propelled Under $59.96 7A 3C 8P Underground Sewer & Water 45 Yards King Dower�Eciar%pment OJ)er<)tor's Scrapers - Concrete ft Carry $59.49 7A 3C 8P lender" round Sewer Et Water' All King Power Ec a?r� t.p ator"s- Scrapers, Self-propelled: 45 $60.49 7A 3C 8P Under ground Sewer, It Water Yards And Over King Powe. EquipgUc QEaei ata)"s- Service Engineers - Equipment $59.49 7A 3C 8P Undergrourad_Sewer F±Water King Power Equipment Operators- Shotcrete/gunite Equipment $56.90 7A 3C 8P Underground Sewer a Water King Power Egus rent 0)orators- Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Ur)dcrground Sewer ft Water Tractors Under 15 Metric Tons, KingPower_Equipment Operators- Shovel, Excavator, Backhoe: $60.49 7A 3C 8P Underground Sewer, ft Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $59.96 7A 3C SP Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Op i ators $61.10 7A 3C 8P Underground Sewer, Et Water 7A � — httr)s://fortress.wa.ciov/Ini/waaelookuD/DrvWaaelookuD.asi)x 4/18/2018 Page 15 of 18 Shovet, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons L King Power EQUi)n1E,nt Operators, Shovel, Excavator, Backhoes: $61.72 7A 3C 8P tjqdtrg!2Lin(i.Sewei R Water Over 90 Metric Tons King Powcr.Egui rnont_Op-,rators_, Slipform Pavers $60.49 7A 3C 8P .-V xL_ LLR 1_qEgKqtgjd Sewer ft Water King Lowgr Spreader, Topsider Et $60.49 7A 3C 8P Under round Sewer Ft Water Screeciman King P0Wer_EqLjp nt 0 , lgiLk-4 Subgrader Trimmer $59.96 7A 3C 8P _ _ pS Under ,Lq_ gumound SeweT a Water King Tower Bucket Elevators $59.49 7A 3C 8P Sewer Er Water King Tower Crane Up To 175' In $61.10 7A 3C SIP._Lq(s_ — — Undc,,rground Sewer a Water Height Base To Boom King Power EQUiPn'1C.nt Operators, Tower Crane: over 175' $61.72 7A 3C 8P 11r7,c,!erp ,e,Lound S-wer &A�itcL through 250' in height, base to boom King PqweLEfLujpment Op S,La t or s-_ Tower Cranes: over 250' in $62.33 7A 3C 8P Unc9crnrptar�d Sewer a Water height from base to boom King Power Equipment Oeerators- Transporters, All Track Or $60.49 7A 3C SIP ............. Undk ergLamd Sewer a Water Truck Type King Power Equipment Operators_ Trenching Machines $59.49 7A 3C 8P !jDLftffj4,r0Und Sewer Et Water King Power F Ll¢p Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Underground Sewer Et Water Tons And Over .......................... King Power Equipment Operators- Truck Crane Oiler/driver $59.49 7A 3C 8P ........... QndergLq!Lnd Sewer & Water Under 100 Tons King Power t o rs- Truck Mount Portable $59.96 7A 3C 8P Underground Sewer Et Water Conveyor King Welder $60.49 7A 3C 813 Und9!RMUnc1_Sewer U Water King Power Equipment Operators- Wheel Tractors, Farmatt Type $56.90 7A 3C 8P Under ground Sewer a water King Power Equipment Operators: Yo Yo Pay Dozer $59.96 7A 3C 8P ndg'01-Mnd Sew Uer ft Water King Power Line Clearance Tree Journey Level In Charge $50.02 5A 4A Trimmers King Power Line Clearance Tree Spray Person $47.43 5A 4A TrTmm_ers_ .........— King Power Line Clearance Tree Tree Equipment Operator $50.02 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $44.64 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $33.67 5A 4A Trimmers King Refrigeration Et Air Journey Level $77.86 6Z IG Coi ditionjnq Mc cbanncs King Residential Brick Mason Journey Level $55.82 5A im King Residenliat Carpenters Journey Level 1 $28.20 1 King Residential Cement [Journey Level _I $22.64 1 httos://fortress.wa.ciov/lni/wacipinc)ktjn/nrvWacip.looki i n.Aqnx 411 Rf?nl A Page 16 of 18 King Rc L,-& ll -Inurney I eve[ $42.86 5D 4C Apmua-Lm King desicen-al Dr raH Ta1 u',,,_ JourncY Level $57.43 5P 1E _ King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $41.05 7L 1H King Residential Insulation Journey Level $26.28 - 1 Applicators King Residential Laborers Journey Level $23.03 1 King Residential Marble._Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers s Journey Level $34.69 1 f?ut3ef:,i„t„t„er s - King fdcs_iLitntrr-al Refriraratron_Et._Ali Journey Level $77.86 6Z 1G CC7ndrtipnrrrg Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $44.56 7F 1R Workers - King Residential Soft_Flgor R-aygr:s Journey Level $47.61 5A 3J King Resideiitial S rl rinlMlcr Frttft' , Journey Level $46.58 5C 2R itire PrestectloR - - King Residential Stone Masons Journey Level $55.82 5A 1M King Residential Terrazzo Workers Journey Level $51.36 5A 1M King Residential Terrazzo/Trite Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $20 00 1 King Roofers Journey Level $51.02 5A 3H King Roofers Using Irritable Bituminous $54.02 5A 3H Materials - King Sheet Metal Workers Journey Level (Field or Shop) $78.17 7F 1E King 5hiai buRdin? Et Ship Repair Boilermaker $43.31 7M 1H King Shrgtbtiiidiing Fz Ship Repair Carpenter $41.06 7T 2B King 2tllphratkdrn x Ct SI7ip Re13aw Electrician $42.07 7T 4B King Sh�ilelrnQ Ev Ship Repair Heat a Frost Insulator $67.93 5J 4H King ShipbuildinQ a Ship Repair Laborer $41.99 7T 4B King Sh)alvuiltGint Et Sl'rti Re air Machinist $42.00 7T 4B King ShtP-bu,6 i,, Et Shvlz) Rgpzd r Operator $41.95 7T 4B King Shiobuiiding Et Ship Repair Painter $42.00 7T 4B King Shfipbuil,djqg Es Ship Repaii Pipefitter $41.96 7T 4B King Slrrpk tpflcfirry to S Rer y_a' Rigger $42.05 7T 4B King SirurldrngftSltir Repair Sheet Metal $41.98 7T 4B King Ship-tnldon £t Ship Reaail_ Shipfitter $42.05 7T 46 King Shipbuilding Et Ship Repair Trucker $41.91 7T 4B King Shipbuildmg a Ship Repaar_ Warehouse $41.94 7T 4B King SMPhtiildrtrQ Ft SYtip Repairr Welder/Burner $42.05 7T 4B King Sian Makers,Et Installers Sign Installer $22.92 - 1 EBectrica.!J - King Srgrq_Plakcrs Et Ie scatters Sign Maker $21.36 1 Electrrical) - https://fortress.wa.aov/Ini/waclelookuD/DrvWaaelookuD.asox 4/18/2018 Page 17 of 18 King S�tgn._Makorsfi Insta rs.�LoLt-. Sign Installer $27.28 E e c t r jcjajl King Sian Makers ftjlj tLillngsm_(Ngn,. Sign Maker $33.25 — Floc—LnL-dil — --- King Journey Level $47.61 5A 3J King Solar Controls For Windows Journey Level $12.44 1 King SgLi inklerFittersmmm —ffire, Journey Level $75.64 5C Ix King 5LaLyg RlgPia,..M. e& .0nicsINon Journey Level $13.23 1 King Stone Masons Journey Level $55.82 5A IM King Spur:et.ArudPaslaoli, eit Journey Level $19.09 1 'fir w�11 King S-UiYeKo—rs Assistant Construction Site $59.49 7A 3C 8P Surveyor -- King SLY-1—ors Chainman $58.93 7A TC 8P King FAII YLY91 s, Construction Site Surveyor $60.49 7A 3C 8P King Telecommunication Journey Level $22.76 1 Technicians............. King Tejeplmne Line Construction - Cable Splicer -- 40.52 5A 2B Outside King Tr lrph i e Une Construction - Hole Digger/Ground Person $22.78 5A 22B Outside King Tele C' 1-11"le C01IStrUCtion - Installer (Repairer) $38.87 5A 2B Outside ........... King Telephone Line Constfucljon - Special Aparatus Installer 1 $40.52 5A 2B Outside King jLjtlj9�iorie I. rruL�.�Cgg2trucdon - Special Apparatus Installer 11 -$39 73 5A 2B Outside King Telephone Line ConsUrUCtiorl - Telephone Equipment $40.52 5A 2B .......... Outside Operator (Heavy) King L(2[gc�p Li CL i ILt LL Lj(Ljj�,� L iLLi o!L- Telephone Equipment $37.74 5A 2B Outside Operator (Light) King 1(�jjopj2q2j)�'Liog_Cow sti uaim n - — Telephone Lineperson $37.74 5A 2B Outside King Telephone Television Groundperson $21.60 5A 2B Outside King 'Le;((2)i2qL)e L i i1tCL jction Television $28.68 5A 2B Outside Lineperson/Installer King Tel Ljij(t.�2n.qr�wtion - Television System Technician $34.10 5A 2B Outside ----------------- King Itte j,)hone �..Construction - Television Technician $30.69 5A 2B .......... Outside King jelenc�alTe Ljnve Con strucLi-on- Tree Trimmer $37.74 5A 2B Outside King Terrazzo Workers Journey Level $51.36 5A 1M King I Tile Setters Journey Level $51.36 5A 1 M— King LiLpMc IL!At& Terrazzo Finisher $42.19 5A 1B Finishers King Traffic Controt Strip 7A 1K _eLs httos://fortress.wa.ciov/1ni/wac3elooktin/orvWaneinnkiin.a-ny 4/1 R/?nl R Page 18 of 18 King ITr'uq;.@ dr'i 'S, Asphalt Mix Over 16 Yards (W. $52.70 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $51.86 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck @ Trailer $52.70 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $51.86 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $52.70 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 King Weftt Drillers ra Ir'r°iyaliny_Pi mr) Irrigation Pump Installer $17.71 1 Installers King GVerNN OciQners fa Irrira,Lion Fk ne Oiler $12.97 1 Installers King WellDri lersh 16 at on Pump Well Driller $18.—Do 1 Installers httDs://fortress.wa.00v/Ini/waaelookur)/DrvWaaelookUD.asDx 4/18/2018 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects,tite hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. l. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight(8)regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid atone and one-half tirnes the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2)hours before or after a five-eight(8)hour workweek day or a four-ten (10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight(8)regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All outer hours worked Monday through Saturday„ and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate o'f wage,. All other overtime hours worked, except Labor Daly, shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three tunes the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly t ate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. .1. The first two(2) hours alter eight (8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through. Saturday, Sundays and holidays shall be paid at double the hourly rate ofwage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays(except makeup days)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Benefit Code Key— Effective 3/3/2018 thru 8/30/2018 OVel-tlnlic Codes Continued 1. O. fl'te first tell 00)hours worked oil Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sunday's holidays and rafter twelve(�12)hours,Monday through Friday and after ten(10)hours cart Saturday shall be pail at double the hourly late of wage, P. All hours worked on Saturdays (except makeup days if caearatstanees warrant) and Sundays shall be paid at one rind one-half times,the hourly rare of wage. All hours worked oil holidays shall be paid at double the hourly rate ofwage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate ofwage. All hours worked in excess of tell (1O) hours per day Monday through Saturday and .all hours worked on Sundays and holidays(except(Ar istmas('hay)shall be paid at double the hourly rate ofwage. All hours worked on Christmas("Jay shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2)hours after eight(8)regular hours Monday through Friday.and the first ci,oht(8) hours oat Satuday hail be pai(J at one and tuna-I'rtf thanes the]anurly rate of vTage. All hours worked on holidays and all other overtime hours worked, except Labor .Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall he paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays(except Labor Day) shall he paid at two tines the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours waked on Sundays and holidays (except Thanksgiving Clay and Christmas day) shall be Paid at one and one-half tones the hourly rate of wage. All hours worked on 1"hanksgiving.Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall bepaid at double the hourly rate of wage. X. Tine first four(4)hours a11er eight(8)regular hours'fMonday through Friday and the first twelve(1.2,)Roams on Saturday shall lie',paid at one and one-half times the hourly rate of wage. All hours worked over twelve ('J2) hours Monday through Saturday„ Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls oil Saturday or ,Sunday„ the (gay before Saturday, Friday, and fhc slay aller Sunday, Monday, shall be comidered the holiday and all work perfortned shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pro (or:such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of(sight(8)hours pet day 00 hours per day fen'a 4 x 10 workweek) and on Saturdays and holidays (except labor(lay) shall he paid at one and one-half times the hourly rate, of wage,.(except for employees who are absent from work without prior approval on a scheduled workday during flue workweek shall be paid at the straight-time rateuntil they have worked 8 hours in a day(10 is a 4 x 10 workweek)or 40 hours during that oworkweck.) All hours worked Monday through Saturday over twelve ('12) hours and all Incurs worked oil Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half tines the hourly rate of wage.All hours worked oat holidays shah be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued 2, ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B, All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly torte of wage. U The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay.All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage, R. All hours worked on Sundays and holidays and all hours worked over sixty(60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked over 12 horns in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten- hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage. The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3,. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PERDAY ORFORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day, or ten(10)horns of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pan Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay.Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar (SLOO) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight(8)hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C. Work performed in excess of eight(8)hours of straight time per day, or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight(8)hours at an applicable overtone rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 3 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued 3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage.Each week, once 40 hours of straight time work is achieved,then any hours worked over 10 hours per clay Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked oil Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H, All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week(Tuesday through Friday,) then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve(12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay, unless a four(4) day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten (10)hours of straight time work shall be paid at one and one half(1-1/2) times the straight time rate of pay. On Saturday,the first twelve(12) hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday may be worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2)times the straight time rate of pay. 4 Benefit Code Key— Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued 4. D. All hours worked in excess of night(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay.Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two (2)hours after eight(8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage.All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8) hours worked on Saturday will be paid at one and one-half(1-1/2) times the hourly rate of wage. All hours worked in excess of eight(8)hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal feur- day,ten hour work week, and Saturday shall be paid at one and one half(1%)tunes the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day befrn e Christmas,and Christmas Day(8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(8). 5 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Holiday Cores Continued 5. D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays: New Year's Day, Memorial Day, Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J, Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgriving Day, Fnday After Thanksgiving Day,The Day Before Christmas, And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther .King Jr.Day,Memorial Day, Independence Day,Labor Day,Thanksgiving Day, Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9), If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day,And Christmas Day. (7 1/2). S, Paid Holidays: New Years Day,Presidents' Day, Memorial Day,Independence Day,Labor Day, Thanksgiving Day, And Christmas Day(7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial 'Day, Independence Day, Labor Davy, Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,And The Day Before Or After Christmas�9). Z. Iolidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day,the Friday after Thanksgiving Day,And Christmas Day(8). 6. A. Paid Holidays: New Year's Day, Presidents' Day,Memorial Day,Independence Day, Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half- Day On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and Christmas Eve Day (11). 6 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Holiday Codes Continued 6, H. Paid Holidays:New Year's Day,New Year's Eve Day,Memorial Day,Independence Day, Labor Day,Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day,The Day After Christmas, And A Floating Holiday(10). L Paid Holidays: New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,And Christmas Day(7). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day(9), Z, Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. if a holiday falls on Sunday, the following Monday shall be considered as the holiday. T A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B, Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shrill be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day,Martin Luther King Jr.Day,Memorial Day, Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day,Labor Day, Veteran's Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E, Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F.. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 7 Benefit Code Key—Effective 3/3/2018 thru 8/30/2D18 Holiday Codes Continued 7. 1. Holidays: New Year's Day,President's Day,Independence Day, Memorial Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Ycar's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the fallowing Monday. Arty holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day,And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day(10).If any of the listed holidays fall on Saturday,the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day,the Day after Christmas, and A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. 8 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Holiday Codes Continued T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Day, and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Note Codes S. D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0,50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,Level B: $0.75, Level C: $0.50,And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit $2.00, Class B Suit: $1.50, Class C Suit: $1.00,And Class D Snit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31,2012—A Traffic Control Supervisor shall be present oil the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle, and pedestrian traffic during construction operations.Flaggcrs and Spotters shall be posted where shown on approved Traffic.Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon, Montana,or Idaho.These classifications are only effective on or after August 31,2012. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggcrs and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T, Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggcrs and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon,Montana,or Idaho. This classification is only effective on or after August 31, 2012. 9 Benefit Code Key— Effective 3/3/2018 thru 8/30/2018 Note Codes Continued 8. U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit:$2.00,Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional$0.50 per hour.The premium for work suspended shall be paid for the entire shift worked. Workers who do `pioneer"work(break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50'to 100'-$2.00 per foot for each foot over 50 feet. Over 10I'm 150'- $3.00 per foot for each foot over 101 feet. Over 151'to 220'-$4.00 per foot for each foot over 220 feet. Over 221'-$5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels)where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per foot from entrance. 300' to 600' -$1.50 per foot beginning at 300'. Over 600' - $2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundnen rates would apply to meters not fitting this description. 10 qp ixi TY M fl Nlfl W n pi WP ry n -m im .W..1,w�� slim'" m � .M .Lei a f Mw 6WI W,w NOR, INI W VE ai I w�u a.Wi I